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List of latest packing-material Tenders in Indian Tenders. Click on any packing-material Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for packing-material Tenders.

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corporations/Associations/Others

TRN :49023560 | 19 May, 2025

Tender Value : 1.26 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-15 ward no-28 mahajri from pappu house to ansar house by drain and cc. - earth work in emabnkment in ordinary soilincluding lift upto 1.5 m & lead up to 50.0 mtr including supply of earth, labour and t&p also including cartage 5km up to site. 2 excavation in foundation in ordinary soil (loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the engineer- in-charge up to a distance of 30.0 mtr from the foundation trenches .as per s.i no 251 3 cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 including supply of all materials, labour, tools & plant etc required for proper completion of the work. s.i. no-281 4 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-283) 5 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 6 construction of un-reinforced,construction joint only,plain cementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m-30 (grade), coarse and fine aggregates conforming to is: 383,maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film includinglevelling the formwork as per drawing), spreadingthe concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of construction joints, applying curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-284 ) 8 mild steel or iron in plain work such as rcc or r.b. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks.(s.i. no-504)

corporations/Associations/Others

TRN :49023615 | 19 May, 2025

Tender Value : 4.27 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-22 ward no-02 housing development from dayasagar patel house to shivlochan prajapati house by drain and cc. - m-150 class brick work in 1:4 cement coarse sand. 2 12mm thick plaster in 1:4 cement coarse sand 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 4 construction of un-reinforced,construction joint only,plain cementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m-30 (grade), coarse and fine aggregates conforming to is: 383,maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film includinglevelling the formwork as per drawing), spreadingthe concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of construction joints, applying curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501. 5 r.c.c. work with cement approved coarse sand of 2.5 f.m. and 2cm (3/4) gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, t&p etc required for proper completion of the work including cost of binding wire. (s.i. no-284 ) 6 mild steel or iron in plain work such as rcc or r.b. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks.(s.i. no-504)

Government Departments

TRN :49024029 | 21 May, 2025

Tender Value : 30.30 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road chamir saraiya se pure rammu tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49024051 | 21 May, 2025

Tender Value : 80.09 Lacs

Allahabad - Uttar Pradesh

Tender for tender for link road kithawar market to basti hote hue primary school tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 excavation in foundation in ordinary soil 7 concrete in 1:6:12 in foundation 8 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 9 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 10 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 11 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 12 s/f of 350 mm dia hume pipe 13 s/f of reflectivesign board,etc 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 17 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

Government Departments

TRN :49024100 | 21 May, 2025

Tender Value : 48.96 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road sadwa chandika ke gram sabha chatarpur khanderi to raghna hote hue mishran tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 7 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 8 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 9 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 10 s/f of 350 mm dia hume pipe 11 s/f of reflectivesign board,etc 12 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 13 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

corporations/Associations/Others

TRN :49024326 | 19 May, 2025

Tender Value : 4.38 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for road construction work from ward no. 08 ramwa road to old culvert - providing, laying, spreading and compacting stone aggregates of 63 to 45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 2 as per mord specification clause 405. 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 3 providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. clause 502 4 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 5 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenvg10 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat type c as per technical specification clause 508. 6 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510 7 brick edging on both sides of the road of first brick class m--150 8 cm wide and 12 cm deep laid withmud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work including material, labour and t&p etc proper completion of the work 8 earth work in emabnkment in ordinary soilincludingsupply of earth, labour and t&p also including cartage 5km up to site.

Central Government/Public Sector

TRN :49025742 | 02 Jun, 2025

Tender Value : 0

Hubbali - Karnataka

Tender for supply of eco-friendly paper packingeco-friendly paper packing,eco-friendly paper packing (bed roll cover) to size 43 cms x 34 cms with flap of 3 cms width made from craft paper 80 gsm to material grade 3 of table 1 and finish to grade 2 of is specification is: 139 7:1990 or latest. brown colour with single colour printing the logo of indian railway and matter to be printed as per specification attached. sample to be got approved by the consignee before supply with staggered del ivery. [ warranty period: 30 months after the date of delivery ] [quantity tolerance (+/-): 5 %age , item category : normal , total po value variation permitted: m ax 8 lacs ] ]

State Government

TRN :49026614 | 12 May, 2025

Tender Value : 21.50 Lacs

Ballia - Uttar Pradesh

Tender for tender for husenabad chakmishan road to husenabad link road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 3 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49026644 | 12 May, 2025

Tender Value : 15.50 Lacs

Ballia - Uttar Pradesh

Tender for tender for amdaur to chotaki seriya link road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 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 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

State Government

TRN :49026655 | 12 May, 2025

Tender Value : 30.00 Lacs

Ballia - Uttar Pradesh

Tender for tender for sahatwar chandpur to babhnauli hadiha road - providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density grading 3 as per technical specification clause 405 of mord data book.compacted thickness 7.50 cm. 2 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 kg/ sqm using mechanical means as per clause 502 of mord data book. 3 providing and applying tack coat with bitumen (v.g.10)using pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of mord data book 4 providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followde by seal coat or either as per technical specification clause 508 5 seal coatproviding and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-c as per technical specification clause 510 6 construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2m 30 (grade) coarse sand fine aggregatges conforming to is.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film includinglevelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compoundand water finishing to lines and grade as per drawing and technical specififcation clause 1501 7 constn. ofsubgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50m. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000m. as per technical specification clause 301.5

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