Latest sea wall Tenders | Government sea wall Tenders

State Government

CTN :39435069

04 Mar, 2025 11.48 Lacs

Ponda - Goa

Tender For emergency repairs of collapsed old masonry wing wall of culvert on bondla road in usgaon and ganjem in valpoi constituency.

CTN :39423188

03 Mar, 2025 19.83 Lacs

Rajmahal - Jharkhand

Tender For construction of rr masonry wall at the toe of ob dump near water filling point towards dahernangi patch under rocp.

CTN :39413813

27 Feb, 2025 15.92 Lacs

Rajmahal - Jharkhand

Tender For constructionuction of construction of rr masonry side slope wall at interim btl crusher under rocp.

CTN :39387315

25 Feb, 2025 25.82 Crore

Muzaffarpur - Bihar

Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., construction of subgrade and earthen shoulders :-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 with lead upto 1000 m as per technical specification clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, granular sub-base with well graded material (table 400.1) :- construction 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 rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- 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 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci

CTN :39400775

22 Feb, 2025 52.4 Thousand

Chennai - Tamil Nadu

Tender For providing and fixing the chain link for the existing damaged boundary brick masonry boundary wall in rli campus adyar chennai -20 during 2024-25subwork/packages:providing fixing chain link fencing in rli

State Government

CTN :39390242

04 Mar, 2025 29.29 Lacs

Hoshiarpur - Punjab

Tender For providing, laying, jointing and fixing of pvc pipes 6kg/cm2 isi marked as per isi-4985 ( isi marked with prior approval of engineer-in-charge) casting along the trenches and laying the same in trenches to correct alignment and gradients, cutting. jointing and testing complete as per specifications . including specials and excavationa) excavation by mechanical means (for more than 3 mtr street width)pvc pipe 63mm o/dpvc pipe 75mm o/d pvc pipe 90mm o/d pvc pipe 110mm o/dpvc pipe 160mm o/db) excavation by mannual means (for more than 3 mtr street width)pvc pipe 63mm o/dpvc pipe 75mm o/ddismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal positionpvc pipe 63mm o/ddismantling of mattalled road and reconditioning of road cut in its original condition. (for road crossing)dismantling and re-fixing of interlocking tilepvc pipe 63mm o/ddismantling of cement concrete road and restoration in original condition complete in all respectproviding and fixing c.i/d.i flanged end stem of ss (ais 1410) and bronze (gunmetal) working parts sluice valves isi marked 14846-2000 including jointing,testing&costs of nuts and bolts & insertion of sheet, all carriage complete (with approval of engineer in charge (ivc/kirloskar/audco or equivalent make)80mm i/d100 mm i/d150 mm i/dconstruction of masonry sluice valve chamber excluding sluice valve cover as per standard design & drawings of public health size 0.6m x 0.6m0.9m x 0.9mmaking connection with existing pipe line "house service connections providing proposed water connection to house hold up to wall with providing, laying jointing, testing gi pipe lines 15mm i/d=2.50 mtr b- class ,( above gl), prov. & fixing mdpe pipe 15mm i/d with specials 2.00 mtr (below gl) including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and isi marked 15mm i/d gm ferrule as per is: 2692 and 3"" i/d clamp with c.i bib cock 15mm i/d as per is:210 with stainless steel spindle of approved make as per ."carriage of material sandbajribricksextra of steel fe-500

State Government

CTN :39423043

26 Feb, 2025 3.61 Lacs

Shimla - Himachal Pradesh

Tender For construction of r/wall r/r masonry at r.d. 3/435 to 3/443) under mnp 5054-04-337-02

State Government

CTN :39423050

26 Feb, 2025 6.97 Lacs

Shimla - Himachal Pradesh

Tender For construction of b/wall in r/r masonry at r.d. 0/647 to 0/707) under mnp 5054-04-337-02

State Government

CTN :39423070

26 Feb, 2025 3.61 Lacs

Shimla - Himachal Pradesh

Tender For construction of r/wall r/r masonry at r.d. 3/444 to 3/352) under mnp 5054-04-337-02

State Government

CTN :39373998

07 Mar, 2025 33.63 Lacs

Sangrur - Punjab

Tender For various works in sub tehsil longowal - patwari cabins:-scraping cement outer plaster, scraping cement inner plaster, cement rendering on plaster 1mm thick, 12.5 mm thick cement plaster 1:4, 20mm thick cement paster 1:4, first class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level., 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure, 12.5 mm thick cement plaster 1:5, 20mm thick cement paster 1:5, preparation of plastered or concrete surface or painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish, applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface, distempering with acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade, finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sq, providing and laying vitrified floor tiles in different sizes in light colour shades made using full body technology (thickness to be specified by the manufacturer) with water absorption s 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 fine sand), complete. ( full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) size 600x600 mm, providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595mm of approved texture, design and pattern. the tiles should have humidity resistance (rh) of 99%, light reflection > 85%, thermal conductivity k = 0.052 - 0.057 w/m k, fire performance as per (bs 476 pt - 6 &7)in true horizontal level suspended on interlocking t-grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized@120 gsm) comprising of main t runners of 15x32 mm of length 3000 mm, cross t of size 15x32mm of length 1200 mm and secondary intermediate cross t of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter m-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and l-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main t . the system should rest on periphery walls /partitions with the help of gi perimeter wall angle of size24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall s.s. screws. the exposed bottom portion of all t-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. the work shall be carried out as per specifications, drawings and as per directions of theengineer-in-charge.with 16 mm thick beveled tegular mineral fibre false ceiling tile (nrc 0.55 to 0.6)size 595x595 mm, earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres., cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type, first class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth, base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mix

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