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Land Development Work Tenders

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CTN :41878284 Due date: 07 Oct, 202507 Oct, 2025 NA
Location: Goa - Goa Goa - Goa
Tender For supply of stacking of earth by mechanical transport including loading unloading and stacking at site as per boq attached , construction of granular sub base by providing close graded material or as per latest guideline for world athletic specification as per boq attached , providing laying one and half spreading and compacting graded to wet mix macadam wmm specification as per boq attached , providing and applying tack coat using cold bitumen emulsion including spraying the bitumen with mechanically operated spray unit as per boq attached , providing and applying tack coat using cold bitumen emulsion including spraying the bitumen with mechanically operated spray unit fitted on bitumen as per boq attached , providing and laying bituminous macadam using crushed stone aggregates as per latest guideline for world athletic specifications as per boq attached , providing and laying bituminous concrete using crushed stone aggregates of specified grading or as per latest guideline for world athletic specifications as per boq attached , supply and installation of fully computerized automatic and single key operation popup sprinkler system specifically designed for synthetic sports hockey surfaces as per boq attached , supplying and installation of 50 h p pumping set with electronic controller etc or equivalent making connections suitable for tw d c b open well the jobs as per boq attached , construction of r c c storage tank sump well of 75000 liters capacity complete including all excavation and earth work disposal of surplus soil as per boq attached , providing and laying of dwc sn8 is 16098 ii pipes 300 mm dia pipe in underground system for provision in electrical line and sprinkler line sleeve purposes and drainage outlet , supply and laying rcc drain cover of size 600 x 600 x 60 mm with 8mm rods per rate 100mm cc over the walls of drain at proper level for ease flow of water as per boq attached , supply and laying rcc drain cover of size 600 x 300 x 60 mm with 8mm rods per rate 100mm cc over the walls of drain at proper level for ease flow of water as per boq attached , providing and laying minimum 15cm thick cement concrete slab over the existing sub base with a nominal mix of 115 3 1 cement one and half coarse sand 3 graded stone as per boq attached , providing and fixing at or near ground level precast cement concrete kerb stones 300 300 100mm of m 25grade of of specified size including setting in position in kerbs edging etc as per boq attached , cricket pitch preparation earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth as per boq attached , supplying and filling of good earth bought from outside stacking at site at site upto 5km complete as per boq attached , carriage of earth by mechanical transport including loading unloading and stacking from 5km to source location as per boq attached , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete as per boq attached , carriage of sand by mechanical transport including loading unloading and stacking upto10 km as per boq attached , supply and planting selection one 1 grass incl ploughing dressing breaking of clods removal of rubbish dressing and supplying doob grass at 10 cm apart as per boq attached , extra for manual compaction of earth by rammers hand roller in 250 mm layers including watering etc if required borrow pit measurement as per boq attached , surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of //bid details 2 / 33 rubbish lead up to 50 m and lift up to 1point 5 m as per boq attached , skill labor for drying breaking clay soil and making in proper shape and size as well as laying and necessary compaction cum soil helper technician as per boq attached , synthetic track providing and laying of synthetic athletics track sw pur type system with min 14 mm thickness which should com

CTN :41749630 Due date: 19 Sep, 202519 Sep, 2025 17.31 Lacs
Tender For corrigendum : execution of site grading levelling compacting and earthwork services incl granular sub base course and wmm work for development of fabrication yard related to composite work for avu units part a for panipat refinery expansion project of iocl haryana

corporations/Associations/Others

CTN :41800167 Due date: 17 Sep, 202517 Sep, 2025 55.94 Lacs
Tender For co 1. 4 nos. of ring well at various location under ward no.6, itanagar.2. borewell at residence of t. yajar. 3. community land development work near b.k resident. 4. cc drain at f-sector near anam apang quarter, itanagar ward no.06.

State Government

CTN :41750149 Due date: 18 Sep, 202518 Sep, 2025 17.14 Lacs
Tender For 25 mm thick premix carpeting with material bituminous on existing bm course from c type to guest house and b type to guest house t junction at bbau - providing and applying tack coat using hot straight run bitumen of grade vg - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : on bituminous surface @ 0.50 kg / sqm., providing and laying semi-dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25mm compacted thickness with bitumen of grade vg-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity., painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work., providing and fixing glow studs of size 100x20 mm made of heavy duty body shall be moulded asa (acrylic styrene acryloretrite ) or hip (high impact polystyrene) or abs having electronically welded micro- prismatic lens with abrasion resistant coating as approved by engineer in charge. the glow stud shall support a load of 13635 kg tested in accordance with astm d4280. the slope of retro- reflective surface shall be 35 (+/-5) degress to base .the reflective panels on both sides with at least 12 cm of reflective area up each side. the luminance intensity should be as per the specification and shall be tested as described in astm i: 809 as recommended in bs: 873 part 4 : 1973. the studs shall be fixed to the road surface using the adhesive conforming to is, as per procedure recommended by the manufacturer complete and as per direction of engineer-in-charge., clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared., repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer-in- charge.
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