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Revetment Wall Tenders

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corporations/Associations/Others

CTN :39421024 Due date: 25 Feb, 202525 Feb, 2025 9.69 Lacs
Tender For retaining wall near k r banerjee house land earth sliding in ward no.09.

State Government

CTN :39340831 Due date: 03 Mar, 202503 Mar, 2025 8.99 Lacs
Tender For construction of edge wall and filling the edge wall with good earth at counter no .2 katra

CTN :39433601 Due date: 18 Mar, 202518 Mar, 2025 1.93 Crore
Tender For repairs of earth retaining structures, compound wall, grills, water proofing and other miscellaneous and refurbishment works at urban hatt, cbd belapur, navi mumbai.

CTN :39387315 Due date: 25 Feb, 202525 Feb, 2025 25.82 Crore
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 :39230170 Due date: 03 Mar, 202503 Mar, 2025 1.11 Lacs
Tender For corrigendum : estimate for providing earth soil to sh. arjan singh for strengthening boundary wall of his house at village maujgarh distt. moga.

CTN :39387645 Due date: 27 Feb, 202527 Feb, 2025 24.36 Lacs
Tender For special repair of topiary park sec-6 pkl, ( construction of toe wall of park along service road , earth filling around fountain/ water body construction of 02nos. rain harvesting well raising of chequared of tile path, water body. fount

State Government

CTN :39373998 Due date: 07 Mar, 202507 Mar, 2025 33.63 Lacs
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

State Government

CTN :39406609 Due date: 28 Feb, 202528 Feb, 2025 52.91 Lacs
Tender For fdr of road from satrai fang to harendra chow para l 1.26 km under padmabil block 24 ramchandraghat constituency sh earth work gsb pothole repair recarpeting road side drain toe wall.

State Government

CTN :39406614 Due date: 28 Feb, 202528 Feb, 2025 1.43 Crore
Tender For development of road from battali to dhupcherra l 1.26 km during the year 2024 25 s.h earth work gsb potholes repair recarpeting road side drain toe wall .

State Government

CTN :39387236 Due date: 26 Feb, 202526 Feb, 2025 9.83 Lacs
Tender For supply of material for the work of construction of harvesting structure thrashing floor including pucca storage near pottamuckal vaikal at nedungadu village panchayat in nedungadu commune (2nd call) - collection and supply of fine sand including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of gravel including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of portland cement, collection and supply of stone aggregate (single size) :40 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of stone aggregate (single size) : 20 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of stone aggregate (single size) : 10 mm nominal size including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of coarse sand (zone iii) including stacking to standard departmental gauage for pre-measurement at the site as directed by the engineer-in-charge., collection and supply of common burnt clay f.p.s (non modular) bricks class designation 3.5, hire charges of wall form panel 1250x500 mm, hire charges of 100mm channel shoulder 2.5m long, hire charges of double clip (bridge clip), hire charges of single clip, hire charges of m.s.tube 40mm dia, supply of twisted steel / deformed tmt bars fe-500d, hire charges of flame retardant face insulating , impregnated fibre board 12mm thick, supply of bitumen hot sealing compound : grade a, supply of bitumen solution primer of approved quality, supply of dehradun white lime, supply of welding by electric plant, supply of mild steel tubes hot finished welded type., supply of red oxide zinc chromate primer, supply of galvanised steel j or l hooks 8mm dia, supply of precoated galvanised iron profile sheet 0.5mm tct, supply of mild steel sheetsof 1.00mm thickness for tanks, supply of structural steel such as tees, angles channels and r.s.joists, supply of iron pintels including welded pin, supply of mild steel sheets with bolts and nuts to rest on pintels, supply of synthetic enamel paint in black or chocolate shade, supply of plasticizer / super plasticizer, supply of c.i.pile shoe, supply of m.s.clamps for pile shoe, hire charge for loader including operating staff,diesel& lubricant oil etc,complete., hire charge for hydraulic excavator (3d) with driver and fuel including operating staff,diesel& lubricant oil etc,complete., hire charge for vibrator(needle type 40mm) including operating staff,diesel& lubricant oil etc,complete., hire charges of concrete mixer 0.25 to 0.40 cum with hooper including operating staff,diesel & lubricant oil etc,complete., hire charge of hydraulic piling rig with power unit etc.,complete accessories and shifitin including operating staff,diesel& lubricant oil etc,complete., hire charge for pumping of concrete-h/c of pump, piping work, & accessories etc including operating staff,diesel& lubricant oil etc,complete., hire charge production cost of concrete by batch mix plant(rolling every layer and top-most layer ) including operating staff,diesel& lubricant oil etc,complete., supply and fixing of r.c.c. precast citizen name board size of 3.5 feet breadth, 6.00 feetheight and 2 inches thick with painting, drawing work, lettering the name board work. the rate includingcost of 1:2:4 p.c.c., earth work and refilling for fixing of post, loading unloading and transport charges etc.,complete as per the standard drawing of mord. mgnrega
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