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State Government

CTN :45463388 Due date: 16 Jun, 202616 Jun, 2026 65.5 Thousand
Tender For annual repair andm/o on various road under nalagarh sub division hppwd nalagarh (sh supply and stacking stone agregate 13.2mm to 5.6mm and 53mm to 22.4 mm at site

State Government

CTN :45463392 Due date: 16 Jun, 202616 Jun, 2026 65.5 Thousand
Tender For a/randm/o on various road under ramshehar sub division hppwd ramshehar (sh supply and stacking stone agregate 13.2mm to 5.6mm and 53mm to 22.4 mm at site

State Government

CTN :45462730 Due date: 20 Jun, 202620 Jun, 2026 NA
Tender For annual rate of hotmix material for various roads under rajpipla (r&b) division rajpipla (2026-27) - providing and laying premix semi dense bituminous concrete with b.t. aggregate as per morth gradation & using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg./10 sq.m. on bt surface with asphalt grade vg-30 for mixing @ 50.00 kg./m.t. including heating and mixing the aggregate and asphalt by continuous of batch mix plant and hot laid process laying with paver finisher and consolidation with roller as per morth specification to achieve desire density, including cost all materials equipments, tools and plants, oil, kerosene, firewood, labour charges etc. complete using contractor's own machineries batch mix plant and paver finisher etc. complete. plant and paver finisher etc. complete. providing and laying 50 mm thick bituminous macadam with b.t. aggregate as per morth specification and using bitumen emulsion rs-1 as per is 8887: for tack coat @2.50 kg. / 10 sq.m. on bt surface with mechanical sprayer and bulk asphalt vg 30 for mixing @ 34.00 kg./m.t. i.e. 3.40 percentage of total weight of mix including heating and mixing the aggregate and asphalt in continuous of drum mix plant and hot laid process spreading the same by paver finisher and consolidation with roller as per morth specification to achieve desire density, including providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant and paver finisher etc. complete. providing & laying bituminous grout 37.5 mm thick compacted with asphalt of vg 30grade @ 1.99 percentage by weight of mix for mixing and 2.5 kg/10 sqm. of rapid curing emulsion for tack coat and using b.t. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation and laying with sensor paver finisher and consolidation work as per most specifications including cost of materials labours labour equipment and plant fuel oil complete.... providing and laying 250mm thick wet mix macadam (w.m.m.) in two layers (each layer of 150mm avearge) using machine crushed black trap aggregate of 40 to 50 mm size in the material with water omc in mechanically mix (pug mill) carriage of mix material by contractor's 1.000 own tipper to site of work including laying, spreading and compacting in sub base, base course on well prepared under base of compacting as per most specification to achieve the desired density (mechanically providing & laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as per most specifications including cost of materials labours labour equipment etc. complete..... labour charges for spreading hotmix / drum mix material on scattered area of road by manually in regular shape including surface dressing with wire brush and spreading of sand including cost of sand. complete. (for patch work) labour charges for spreading hotmix / drum mix material by paver finisher including heating and spraying tackcoat as per requirement consolidation by static roller and spraying stone dust as directed etc. complete. providing and laying asphalt painting on b.t. surface with bitumen v.g. 30 at rate of 5 kg./10 sq.mt. and spreading stone dust on painting surface at the rate of 0.03 cu.mt. / 10 sq.mt. in selected length of the road including rolling and cost of asphalt. providing. laying built-up spray grout base course intwo layers with bitumen at rate of 15 kg./per 10 sq.m. with 0.50 cu.m. stone aggregate for first layer and 15kg. of bitumen and 0.50 cu.m. of stone aggregate per 10 sq.μ. of roadsurface for second layer and using 0.13cu.m. of key aggregate per 10 sq.m. excluding rolling and consolidation complete. (stone aggregate and bitumen shall be paid separately) surface dressing two coat with bitumen using 18kg.bitumen per 10.0 sq.m. with 0.15 cu.m. of stone chipping 12mm nominal size per 10.0 sq.m. for first coa

State Government

CTN :45231232 Due date: 11 Jun, 202611 Jun, 2026 NA
Tender For corrigendum : supply and execution items for reliability improvement of signalling inst. section of sr. dste/1/lko of lucknow div. nr. - excavating and refilling of trench to the level of ground with rammed earth asper drg. no.(nr/s&t/con/1.1/97a) so as not to form a drain 0.3 mtrs wide & 1mtr deep on both side of the station along side the track. it shall confirm to the safe distance as per signalling and cable plan in all type of soil, it also includes clearence of roots of trees and bushes., excavating and refilling of trench 0.3 mtrs wide & 0.8 mtr deep on pitced/stone/bricks paved surface, road/crossing/platform etc. and restoration of surafce to original condition., laying of signalling/telecom/power cables of different sizes as per attached guidelines (drg. no.(nr/s&t/con/1.1/97a) or latest on signalling cable laying and as per cable route plan approved by railways through trenches, rcc pipe, dwc pipe, gi pipe etc and meggering of cable before and after its laying of all type of outdoor cables. contractor have to transport cable from any store of lko division to site carefully. meggering to be done for each drum separately. meggering sheets to be supplied and filled up by contractor and submitted to railways, as per instructions by consignee., supply and laying of 2nd class bricks in the trench and laying as per drg. no. (nr/s&t/con./1.1/97a) or latest and as per instruction of the site engineer., boring and trenchless cabling along with supply and insertion of hdpe/dwc self lubricated pipes as per rdso spec no. rdso/spn/204/2011 ver 1.1 or latest of 120mm nominal dia in the bore at the depth of 1.4 meter to 2.1 meter from formation level (level of earth below ballast) as per drawing and as directed by engineer incharge by trenchless technology for laying of signalling /telecom/power cable under track /culvert etc. cable laying covered separately. inspection-consignee for supply of dwc/hdpe pipe. the following required coupling arrangement should also be supplied: 1. suitable snap fit couplers withrubber o ring, 2. spacers, 3. tees. 4. bend. 5. end cap(1 no. =6mtr ,straigh tpipe). (a) the cost shall include horizontal boring through any intermediate obstruction, either natural or man made or any boundary etc. (b) the rate is inclusive of all the materials equipment and labour required for during trenchless horizontal boring under the railway track. nothing extra shall be admissible on any account than the rate quoted above. (c) the pipeis to be laid underrailway track/road /culvert. all necessary arrangement are to be provideand all precautions are to be end is not deviated from the horizontal level line by more than 250mm in horizontal and vertical direction. (d) the rate shall be inclusive of direction and protection of underground utilities encountered during boring. (e) the payment for boring shall be made only when dwc/hdpe pipe are laid in the bore., concreting unschduled items in concrete of 1:3:6 ratio in cement, coarse sand and aggregate 25mm at different places in the yard and plastering top in fine plaster of 1:4 cement sand ratio. it also includes the excavation of earth as required at site and as per instruction of site incharge. the volume in cubic metres shall include the volume occupied by any ci foundation, trestle, ms angle or flat or gi pipe required to be embedded in the casting. cement coarse sand and aggregate 25mm are to be supplied by the contractor., earth work for excavation and refilling around location boxes and signals etc. where necessary including 50m lead and 1.5m lift. the lead is to be measured from centre of gravity of location to the centre of filling and lift from main ground level. the earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instruction of engineer at site., brick work with well burnt bricks in foundations and plinths with cement and sand (ordinary) mixture of 1:4 ratio. all material is to be supplied by th

State Government

CTN :45462091 Due date: 29 Jun, 202629 Jun, 2026 NA
Tender For supplying and stacking various type of building, road &other construction materials, at various places of taluka panchayat,godhra under mgnrega (annual unit rate) - cement isi mark 53grade, etc.opc, white cement, tmt bars fe-415, hysd steel bars, r.c.c. np3 pipe 900m.m. dia, r.c.c. np3 pipe 600m.m. dia, r.c.c. np3 pipe 300m.m. dia, crushed stone aggrigate for hard qulity 10 to 20 mm, crushed stone aggrigate for hard qulity 40 mm, crushed stone aggrigate for hard qulity 40 to 63 mm, hand broken metal 25-90m.m., rubble local, coarse sand, quarry dust, bricks- convention size, binding wire, kota stone 25m.m. thick, glaze tiles, vitrified granite tiles 8 mm to 10 mm tick 24 x 24 size, pvc water tank 1000 ltr, galvenise iron sheet 0.8 tick class 3, iron angle and pipe, pevar block m 200 grade 60 mm tick, hire charge for mixer machine rent, hire charge for water tanker rent 6kl capacity, murram (binding material), road roller hire charges 8 tone, wash basin 550*400m.m., colour distamper primer, marble slab/platform 25m.m. thick double polished, galvanised mild steel tube medium grade 20m.m., galvanised mild steel tube medium grade 32m.m., galvanised mild steel tube medium grade 40m.m., indian type wc pan size 580x 400m.m., cast iron nahni trap, flush cock, chromium plated brass /bib tap 15m.m., sw gully trap 100 x 100 mm size, kitchen sink 600m.m.*450m.m.*150m.m. (steel), pvc pipe 110m.m.dia 6kg per/sqm, hire charge for vibrator surface, hire charge for vibrator needle, asbestos.cement sheet, centaring(scalffoding), iron door, iron window, oil paint, uncost material carting trip, p or s trap 100 m.m. dia, electrict light fitting material

CTN :44779790 Due date: 09 Jun, 202609 Jun, 2026 1.08 Crore
Tender For corrigendum : construction of studs b stone crated berm protection structure on ls of river ghaggar near village sarala khurd to save nearby abadies and adjoining road.

CTN :45402245 Due date: 10 Jun, 202610 Jun, 2026 1.58 Lacs
Tender For ward i nedumthodu watch station by road concreting - stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 10 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia, quarry waste

CTN :45402246 Due date: 10 Jun, 202610 Jun, 2026 1.56 Lacs
Tender For ward xiv kochukudi payyana road concreting - stone aggregate(single size): 40 mm nominal size, stone aggregate(single size):20 mm nominal size, stone aggregate(single size): 10 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia

CTN :45460055 Due date: 15 Jun, 202615 Jun, 2026 NA
Tender For quotation for the building and road material - (dumble shape with colour) isi mark interlocking paver block m40 grade 80mm thick smoooth face (dumble shape) isi mark interlocking paver block m40 grade 80mm thick smoooch face (dumble shape with colour) isi mark stone metal 63-45mm gauge as per pwd specification stone metal 53-22.4mm gauge as per pwd specification course aggregate (bajri 20mm/ 10mm) as per pwd specification stone dust as per pwd specification yamuna sand as per pwd specification river bed material (gsb) round gatka 40mm size as per pwd specification local sand as per pwd specification kerb stone 6"x12"x12" kerb stone 6"x12"x18" interlocking paver block ms0 grade 100 mm thick smoooth face (dumble shape) isi mark interlocking paver block m50 grade 100 mm thick smoooth face (dumble shape) with colour isi mark supply of good earth up to 5km. group-b 18 to 21 1 class kiln bricks (as per pwd specification) 1 class kiln tiles (as per pwd specification) 1" class fly ash brick standard size (as per pwid specification) brick blast 40mm size (as per pwd specification)

CTN :45456983 Due date: 15 Jun, 202615 Jun, 2026 15.32 Lacs
Tender For construction and repair in drain, cc road and stone pavement various street in ward no.08, 10, 12, 13, 18, 21, 25, 37, 38, 42
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