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TRN :49019832 | 20 May, 2025

Tender Value : 21.21 Lacs

Baraut - Uttar Pradesh

Tender for tender for ms channel, culvert and road repair work in ward no. 21 to 25 in baraut town. - dismentling of old brick on edge kharnja including stacking of old brick as per site incharge s.i-new item-03 2 brick on edge pavement on patries with brick laid dry joint filled with local sand in comp.position (s.i-763) 3 brick solling of s.o.b brick laid (labour rate only) in comp.position(s.i785) 4 contruction 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 rotavtor at omc,and compactingwith smooth wheel roller to achieve the desired drnsity ,as per mord,specification 401 5 m-150 brick work in (1:3) mortar with cement and c/sand in drain in comp.position (s.i-307) 6 12 mm thick plaster in( mortar with (1:3)cement and c/sand on brick work in comp position (s.i-582a) 7 ccwork in (1:2:4) mortar with 2cm gauge stone grit cement c/sand inincluding all material labour tools etc in comp.position (s.i-281) 8 rcc work in ((1:1.5;3) in drain side ramp with 2.0cm gauge cement c/sand in culvert slab and road side beam in comp.position (s.i-284)a 9 mild steel in rcc work in comp.position s.i. no 504 10 supply and laying of 80mm thick cc rubber mouid tile i-shape mechanically compressed interloking paver block manufactured by high pressure and control vibration machine having plan dimension 200*(160+120mm)with minium 5mm topping of o.p cement mixed with 25% marble powder .the compressive strength of concrete paver block shall not be less than 30mpa and 4.5 kg per no.including cost of all material labour t&p etc also including leveling and dressing of surface up to required level and slop filling joints with local sand 11 m.siron work of small size and section in channel in comp.position (d.s.r ) 12 s/fixing of r c c hume pipe np-3( s&s type)dia 350mm in complete./possition s.i. new item 13 laying of 80mm thick interlocking tiles . in labour rate. new item 14 supplyof the following size ofpipe including railway freight insurance charge and cartage up to site etccomplete(make trupati,/parakesh/monik gold or equvelent isi marked ) 15 pvc pipe (o.d) 16 200 mm10kg/cm1 17 160mm10kg/cm1 18 140mm6.0kg/cm1 19 110mm6.0kg/cm1

Government Departments

TRN :49019959 | 01 Jan, 0001

Tender Value : 0

Guwahati - Assam

Tender for tender for construction of sluice gate at khanajan and installation of hume pipe, garigaon, ward no-01

Government Departments

TRN :49020859 | 21 May, 2025

Tender Value : 2.39 Lacs

Agra - Uttar Pradesh

Tender for tender for chhatta zone-1 room no. 27 work of laying rcc hume pipe from building number 11/109 to 11/196 near bagh muzaffar khan raj shri talkies - demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. 2 removal of sludge, kankar, brick bats, organic or inorganic material in faul position or in liquid mud including lead 30m and 3.00 meter lift with specials t&p labour etc. all complete. 3 earth work in surface exvation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excevated earth upto 50 m and lift upto 1.5, as directed by engineer in charge (dsr 2023 sh 2.1.1) 4 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (rca) : 10 graded stone aggregate 40 mm nominal size including recycled aggregate (ra) (dsr 2023 sh 4.1.10a) 5 brick work with common burnt clay f.p.s. (non modular) brick of class designation 7.5 in superstructure above plinth level upto floor v level in all shapes and size in cement morter 1:4(dsr 2023 s h 6.4.1 ) 6 12 mm cement plaster of mix : 1:4(1 cement: 4 fine sand)(dsr 2023 sh-13.1.1 ) 7 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). (dsr 2023 s h 4.1.3 ) 8 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(dsr 2023 sh 15.60) 9 providing and laying non pressure np-3 class (medium duty) r.c.c. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia rcc pipes 10 supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 11 sub total 12 add/deduction rs. for estimate figure amount match 13 grand total

Government Departments

TRN :49021952 | 15 May, 2025

Tender Value : 0

Rajnandgaon - Chhattisgarh

Tender for nit-60 defect liability works under mmgsvy pkg.no. mmgsy-bmr-dlp-01 in dist. bemetara-cutting of branches of trees shrubs and trimming of grass and weeds. trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914 restoration of rain cuts restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications clause 1902 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of shoulder (filling with fresh selected material)making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at omc upto a lead of 1000 m as per technical specification clause 1903 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification clause 1906. prime coat providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 tack coat providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 20mm thick open-graded premix carpet using bituminous (vg/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ vg bitumen or emulsion 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 of either type a or type b or type c as per technical specification clause 508., viscocity grade (vg) bitumen specification as per is 73:2006 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510, viscocity grade (vg) bitumen specification as per is 73:2006 maintenance of road signs maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory / cautionary/ informatory and place identifications sign board as perdrawing and technical specification clause 1910. providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 cautionary, mandatory, informatory direction and place identification sign boards.semi-reflective traffic signs upto 0.90 sqmdirection and place identification signs up to 0.9 sqm size boardproviding and erecting direction and place identifications of semi reflective sign boards as per irc:67 made of 2 mm thick m.s. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per mord specifications of required shade and colour. supported and welded on 47 mm x 47mm of 12 swg square tube of 3050 mm height duly strengthened by 25 mm x 5 mm m/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 5th kilometre stone (precast) ordinary kilometer stone (precast) 200 m stone (precast) maintenance of culverts maintenance of hume pipe culvert by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. maintenance of culverts slab type maintenance of slab type culverts by way of clearing, cleaning,erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. white washing two coats on parapet walls of cd and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8i. granular material

State Government

TRN :49024009 | 16 May, 2025

Tender Value : 27.91 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for kurra pond, village- kurra, block- rath - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

State Government

TRN :49024014 | 16 May, 2025

Tender Value : 28.56 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for barel pond, village- barel, block- rath - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

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 %

State Government

TRN :49024060 | 16 May, 2025

Tender Value : 21.55 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for kherapati pond, village- bidokhar purai, block- sumerpur - pond restoration work under rain water harvesting and ground water enrichment scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

State Government

TRN :49024078 | 16 May, 2025

Tender Value : 25.51 Lacs

Hamirpur - Uttar Pradesh

Tender for tender for gurkhura pond, village- baukhar, block- sarila - pond restoration work under atal groundwater scheme - excavation in earthwork in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (ch-4, 4.04(e)) 2 excavation in earthwork (by any means) in mar, kabar, ranker and kankar mixed soil in digging including lead up to 30m and lift (beyond 3.00m lift) including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.15) 3 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.13) 4 excavation in earthwork (by any means) in mar, kabar, ranker and kankar sturated soil in digging including lead up to 30m and lift (beyond 3.00m lift) upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.17) 5 excavation in earthwork (by any means) in mar, kabar, ranker and kankar removal of slus (excluding cost of dewatering) including lead up to 30m and lift upto 1.5m including dressing making profile and manual compaction but excluding mechnical compation. (upid si no. 4.12) 6 earthworki in foundation of wall piers abutments etc with disposal with in 30m lead and 1.5m lift by hydraulic/mechanical excavator id s.no. (b) 7 sand filling for foundation inlet, outlet, ramp 8 c.c. in 1:3:6 cement, sand and20-40mm gauge stone ballast including the cost of materials labours and etc. required for proper completion of work. 9 r.c.r. stone massonery work in 1:4 cement sand mortar including the cost of material, labour etc. required for proper completion of work. 10 supply of fixing of 1000mm dia np3 hume pipe with coller all cost complete. 11 c.c. in 1:2:4 cement, sand and10-20mm grit including the cost of materials labours and etc. required for proper completion of work. 12 plastering in 1:2 cement sand mortar including the cost of material labour etc. to required for proper completion of work. 13 dry stone boulder filling in chamber 14 dewatering during work by 8hp dp set

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