Crushed Aggregate Tenders

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CTN :39543982

10 Mar, 2025 1.37 Crore

Patna - Bihar

Tender For mr-n- 19-20 pupri-09 - choraut bazar to purandih, 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, 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., 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., 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., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of panel concrete, plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501, kilometre stone :- reinforc

State Government

CTN :39355036

05 Mar, 2025 3.50 Crore

Belagavi - Karnataka

Tender For supply of materials from eligible contractors/vendors for the management of problemetic soils at dist belagavi under mgnrega-rps scheme - end caps for pvc and joint repairs, display board/cib.-, providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1 4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications., providing and constructing granite / trap / basalt rubble stone masonry in foundation with cement mortar 1 8 (uncoursed), bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications, providing and laying in position plain cement concrete of mix 1 4 8 with opc cement at 180kgs, with 40mm and down size graded granite metal coarse aggregates at0.85cum and fine aggregtes at 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, hom of machinery, curing complete as per specifications., providing and installing at site of work p.v.c. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour and lift charges, handling charges including encasing the pipe alround to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. for pvc pipes of 6 kg./cm2 110 mm, dia-80 mm . perforated corrugated pvc pipes conforming to is 9271 with pre wrapped 250gsm. , dia-100 mm. perforated corrugated pvc pipes conforming to is 9271 with pre wrapped 250 gsm

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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