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

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State Government

TRN :49020123 | 12 May, 2025

Tender Value : 11.90 Lacs

Sirohi - Rajasthan

Tender for tender for various civil works for garden at government collage, sheoganj- 1 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 50 m as per morth specification clause 305.3 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 4 providing and laying 80 mm thick cement concrete blocks of m-40 grade (manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. manufactured with steel moulds(milled and manufactured in csi diamond or csi nitro process for accuracy) on steel base plate of min 16 mm thick;having vibration and pressing action both together withthe help ofmultiple synchronised vibrators.power of hydraulic station should be minimum 50kw for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing w.b.m.base, as per is15658:2006 and all mat 5 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mix 6 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 7 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 8 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : cement mortar 1:6 ( 1-cement : 6-sand). 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 10 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completenew plastered surface (three or more coats) 11 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 12 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 13 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 14 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.

State Government

TRN :49020829 | 15 May, 2025

Tender Value : 39.20 Lacs

Sitapur - Uttar Pradesh

Tender for tender for re construction of gangupur to ganeshpur mdhya bhag first - providing laying and spreding and compacting stoneaggrigate of 53-22.4mmsize to water bound macadam specification includingspreading in uniform thikness hand packing rooling with smooth wheel roller 80-100kn in stages to proper grade and cambermaterial manually mixing in place with rotavater and compacti applying and brooming stone screening to fill up the entrstices of coarse aggrigate watering and compacting to the required density 2 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 3 providing and applying tack coat with vg_10 using bitumen distributor at the rate of 0.25 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade 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 . 5 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 construction of embankment with approved material obtained from available land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 7 brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the engineer - in -charge. 8 routine maintenance charge up to 5 year for any diffect/damaged found after constrution for all works including restoration of paved surface, soulders culverts, road furniture etc complete as per dirction of e/i .

corporations/Associations/Others

TRN :49023353 | 19 May, 2025

Tender Value : 7.53 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-13 ward no-01 ajgava to renewal of route by pc to banda sagar bahraich marg to udhannapur sampark marg. - 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 2 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 3 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 4 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. 5 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 6 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 technical specification clause 303.1. in patri 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

corporations/Associations/Others

TRN :49023411 | 19 May, 2025

Tender Value : 17.17 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for work no-14 ward no-13 redaiyya renewal work with general repair by pc from gt marg to santlal house (mosepur). - 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 2 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 3 providing and applying tack coat with0.30 kg /sqm with bitumen vg-10 grade surface clean by machanical broom all complete work. 4 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. 5 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 6 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 technical specification clause 303.1. in patri 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

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 %

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

Central Government/Public Sector

TRN :34438412 | 17 May, 2025

Tender Value : 0

Port Blair - Andaman And Nicobar Islands

Tender for gem bids for 305 almirah large steel with shelves almirah small steel with shelves bed hard without mnf set chair dining officers chair easy with cushion charpoy ip hard top side board table bed side table dressing gents table dressing ladies including stool

Central Government/Public Sector

TRN :34438865 | 17 May, 2025

Tender Value : 0

Ernakulam - Kerala

Tender for gem bids for replacement of ber surveyed furniture for g e fort almirah large steel with shelves , almirah medium steel with shelves , bed hard steel map , book case steel , book shelf open small steel , chair writing map , chair dining , chair dining map , chair easy , chair easy cushioned , chair verandah , charpoy folding , charpoy ip with ply top , hat stand with mirror , locker bed side steel , rack shoe steel , sofa set 4 seater , sofa set 5 seater , sofa single seater , table 600mm x 600mm , table 900mm x 600mm with drawer wooden , table 1500mmx600mm , table 900mm x 600mm for ors and havs , table 900mmx600mm with drawer steel , table 900mmx600mm with out drawer wooden , table bedside map , table centre , table clerk steel , table dining 6 person , table dressing gents , table dressing ladies , table office officer , table peg , table writing wooden , teapoy verandah , teapoy wooden

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Tender for gem bids for 305 almirah large steel with shelves almirah small steel with shelves bed hard without mnf set chair dining officers chair easy with cushion charpoy ip hard top side board table bed side table dressing gents table dressing ladies including stool

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