Latest inspection chamber repair Tenders | Government inspection chamber repair Tenders

State Government

CTN :45475051

15 Jun, 2026 47.33 Lacs

Delhi - Delhi

Tender For repair renovation of toilet blocks of block a 3 floors and block c 2 floors and pump room water proofing of block b block d and pump room laying of kota stone in parking area providing and fixing rain water pipes in b block providing...

State Government

CTN :45231232

11 Jun, 2026 NA

Ghaziabad - Uttar Pradesh

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 :45462730

20 Jun, 2026 NA

Vadodara - Gujarat

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

CTN :45224098

12 Jun, 2026 NA

Kinnaur - Himachal Pradesh

Tender For corrigendum : supply of supply of gravel granular gsb 250mm 125mm low grade aggregates , supply of geo textile of size 4 point 5mtr x 100rm over gsb with min 300mm stone aggregate as in drain , supply of geo grid of size 4 point 5mtr width x 100rm below gsb with min 300mm stone aggregate as in drain , opc 53 grade cement , sand for coping , aggregate 20mm , supply only fine sand , supply only water based prepolymer urethane , supply of paver block siz 225mm x112 point 5mm x100mm , rubber hammer , brick trawel , pan mortar std size , hand gloves rubber , digital compression testing machine , spacer clips , special mask for chemical laying , wire mess for seiving sand 8 feet x 5 feet , phawrah with handle make , measuring tape 5 m ai 16 , water level pipe 30mtr roll , mason thread 100 mtr long roll , sprit level 10 inch , broom sticks , concrete saw electric

CTN :45447331

19 Jun, 2026 20.29 Lacs

Indore - Madhya Pradesh

Tender For laying of mooram and crushed stone according to requirement at various damaged places in city, package 03

CTN :45447361

19 Jun, 2026 20.08 Lacs

Indore - Madhya Pradesh

Tender For laying of mooram and crushed stone according to requirement at various damaged places in city, package 01

CTN :45436112

23 Jul, 2026 NA

Multi City - Multi State

Tender For request for proposal for construction of the km: 400.169 to km: 391.898 for 3rd line i.e. the 8.271 km and the km: 403.005 to km: 392.300 for 4th line i.e. the 10.705 km, total 18.976 km between sini and kandra junction, complete gauge conversion of the existing track over the same stretch, civil engineering works: earthwork in formation including cutting, filling, blanketing, turfing for new track alignment, extension and strengthening of minor bridges and construction of major bridges, construction of side drains for proper drainage, permanent way works including track linking and alignment, supply and laying of 50 mm machine crushed stone ballast as per railway specifications, associated civil and track works at sini and kandra block sections to support the new lines and gauge conversion, execution of indoor & outdoor s&t works in connection with clearance of infringement to facilitates the civil works for the 3rd and 4th lines in the sini-kandra block section, execution of general electrical works, installation and commissioning of overhead equipment (ohe) for traction and power supply of chakradharpur division on s. e. railway on engineering, procurement & construction (epc) mode.

CTN :45456988

15 Jun, 2026 9.80 Lacs

Jaisalmer - Rajasthan

Tender For providing and laying flooring with cobble stone work at gopa chowk

CTN :45450939

15 Jun, 2026 9.80 Lacs

Jaisalmer - Rajasthan

Tender For providing and laying flooring with cobble stone work at gopa chowk

Central Government/Public Sector

CTN :45435397

19 Jun, 2026 7.78 Crore

Jabalpur - Madhya Pradesh

Tender For execution of asphalt road on existing w.b.m. service road from r.d. 63.00 km. to r.d. 104.00 km. of bargi diversion project. (2nd call) - on turnkey basis the execution of asphalt road on existing w.b.m. service road from r.d. 63.00 km. to r.d. 104.00 km. of right bank main canal of bargi diversion project, providing laying spreading and compacting graded stone aggregate to wet mix macadam at o.m.c., prime coat with bitumen emulsion applying primer coat with bitumen emulsion (ss-1), applying tack coat with bitumen emulsion (rs-1), providing laying and rolling of open graded pre-mix carpet of 20 mm thickness mixing in suitable plant, providing and laying seal coat sealing the voids in bitumen surface type b(ii) bitumen (vg-30), construction of solder with selected soil having cbr value not less than 12. the work also includes 12 month defect liability period, operation and maintenance running simultaneously after completion of the work.

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