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Tender For supply of less than 0.9 dia , synthetic enamel paint yellow , synthetic enamel paint blue , door closer , silicon tube , pvc pipe 3 m long 6 inch , upvc pipe 15mm dia single socket , pvc socket 15 or 20 or 25mm , pvc t 15mm , pvc elbow 15mm , pvc union 15 obliq 20mm , gi elbow 15mm , shop case steel , ss hanger , looking mirror , ppr male threaded elbow outer dia 32mm , ppr tank nipple 15 obliq 20mm , ismb 150mm x 75mm br , ismb 150mm x 75mm br1 , ismb 150mm x 75mm tr , ismb 150mm x 75mm tr1 , ismb 150mm x 75mm 3m long , ismb 250mm x 125mm 2.95m long , ismc 75 x 40mm rc , ismc 75mm x 40mm 3.00m long , ismc 75mm x 40mm and 3.00m long , glass dividing strips 35mm x 3mm thick , hdpe sand bag laminated of size 75 x 40 cm sand colour and each bag having weight not less than 60gms , acrylic sheet 6 feet x4 feet x4mm , plywood 6mm , glass oily putty , hdpe pipe 25mm , taflon tape , cp stock cock 15mm , pvc conneciton pipe 600 mm , tiles 1x1 pkt , hook for curtain rod , hdpe pipe 15mm , l bow 25mm , t hdpe 15mm , t hdpe 25mm , union 25mm , float valve 15 obliq 20 or 25mm , door handle , fabircated angle iron 65x65x6 9 feet long sturt piquit , gun metal gate valve 15 obliq 20mm , gun metal gate valve 40mm , vitreous european wc. , waste pipe for wash basin , wastage pipe for urinal pot , waste bin 120 ltr , thinner , m seal 100gm , snow white colour wc , kitchen sink coupling , pvc pipe 15 obliq 25mm dia , pvc stop cock 20mm , towel rail , cgi sheet 810 x 3660mm long 0.63 thick , acrylic sheet 4 feet x3 feet x3mm , nail 1.5 inch long , nail 1 inch long , 20mm equal tee suitable , 20mm union suittable , chair plastic , water tank 1000 ltr , hdpe jerricane 40 ltrs , flush system , gi pipe 15mm , gi pipe 20mm , gi socket 15mm , gi socket 20mm , gi nipple 4 inch 15mm , pvc bend 3 dia , bulk cat head , j hook large , aluminums strip , barbed wire , rotational moulded polythene water storage tank double layer cylindrical vertical tank as per is 12701 of 1996 500ltrs capacity , acrylic sheet 6 feet x4 feet x4mm , hdpe 200 gsmn heavy duty plastic tarpauline , tarpauline plastic 30x20 , anti skid tiles 1 feet x1 feet , tera cota red , tera cota yellow , vitreous european wc , fire extinguisher 2 kg , pvc bib cock 20mm , ball brass float valve 20mm , earthing pipe , white cement , punched tape concertina coil with 50 turns and dia 1050 mm in coil , composite multi layer pipe 25 obliq 32mm each roll 100 mtr , plywood 8 feet x 4 feet x 12 mm , natural sand confirming to is 383 1970 specifications for coarse and fine aggregates. , aggregate 10 to 12.50 mm stone aggregate to be crushed rock or gravel 12.50mm
Tender For supplying and spreading stone aggregate at different places in mines area at bina project - providing, laying, spreading and compacting stone aggregates of specific sizex to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade abd camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. grading-i (63 to 45 mm) using screening type-a(13.2 mm agg.), supply of stone aggregate grading-1 (63 to 45 mm) at site, supply of screening at site, earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge, spreading of stone aggregate and screening, total impact of gst for the purpose of ctc
Tender For supply of aggregate 20mm stone aggregate to be crushed rock or gravel , aggregate 40mm. stone aggregate to be crushed rock or gravel 40mm graded confirming to is 383 1970 , aggregate 12.5mm stone aggregate to be crushed rock or gravel 12.5mm graded c , aggregate 63mm stone aggregate to be crushed rock or gravel 63mm graded confirming to is 383 1970 second revision , natural sand confirming to is 383 1970 specifications for coarse and fine aggregates. , common building burnt clay bricks sub class b of size 23cm x 11.5cm x 7.5cm with from flows and cracks confirming to is
Tender For supply of stonecrusher akona 6 by 10 and hmp akona 20 30 tph - aj ed 1510 05 129 pressure platespares of sc akona 6 by 10 , aj ed 1510 05 130 clutch platespares of sc akona 6 by 10 , aj ed 1510 05 089 clutch shaftspares of sc akona 6 by 10 , aj cw 1510 02 039 vez block bolt nutspares of sc akona 6 by 10 , aj rs 1510 04 075 screen pinion 12 teeth spares of sc akona 6 by 10 , aj rs 1510 04 079 bearing ucp 209 spares of sc akona 6 by 10 , aj as 1510 03 051 springspares of sc akona 6 by 10 , aj cw 1510 02 040 toggle block bolt nutspares of sc akona 6 by 10 , aj cw 1510 02 041 toggle blockspares of sc akona 6 by 10 , aj cw 1510 02 031 side platespares of sc akona 6 by 10 , aj as 1510 03 048 springtie rodspares of sc akona 6 by 10 , aj as 1510 03 052 tie rod boltspares of sc akona 6 by 10 , aj ed 1510 05 092 bearingspares of sc akona 6 by 10 , aj ed 1510 05 093 bearingspares of sc akona 6 by 10 , akn r2b 02 01 03 main drive roller head bearing t 211spares of hmp akona 20 30 , akn r2b 02 01 04 tail roller bearing uct211 p 211spares of hmp akona 20 30 , akn r2b 02 01 08 main belt gathering belt spares of hmp akona 20 30 , akn r2b 02 01 14 main drive v belt b 75spares of hmp akona 20 30 , akn r2b 02 01 19 gate v belt b 64spares of hmp akona 20 30 , akn r2b 02 01 22 gathering conveyor carrying roller binch spares of hmp akona 20 30 , akn r2b 02 02 3 gate tell roller bearing p 209spares of hmp akona 20 30 , akn r2b 02 02 6 gate main head roller bearing t 209spares of hmp akona 20 30 , akn r2b 02 03 2 slinger conveyor main head roller bearing p 211spares of hmp akona 20 30 , akn r2b 02 03 4 slinger conveyor main head roller g
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wbm grading - iii - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wh
Tender For rrsmp/25-26 biharsharif/01 - name of road - nh-82 to nepura via malti , length of road - 2105 mclearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification., construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. grading - ii, wet mix macadam- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., mix seal surfacing - providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specifie