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Tender For providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - 220 kv substation moradabad; substation, proving and filling of dry clean fine riversand at 220 kv substation moradabad; service provider
Tender For supply and stacking of stone aggregate 40 dash 26 point 40 mm , supply and stacking of stone aggregate 20 mm , supply and stacking of stone aggregate 13 point 20 mm , supply and stacking of stone aggregate 10 mm , supply and stacking of stone aggregate 6 point 70 mm , supply and stacking of coarse riversand
Tender For transporting of approved quality riversand, coarse sand conforming to relevant is -386, obtained from approved source, including royalty, loading, unloading, carriage up to specified lead, and stacking at our ntpc gadarwara 2x 800 mw stpp project si
Tender For supply of riversand fine grains , opc cement , no1 bricks , stone chips , 6.5 mm mild steel wire rod , mild steel10 mm rod , mild steel wire binding rod for construction 0.8 mm to 1 mm , colour coated roofing sheet , razing , self drilling screw length 55 mm , double net iron cutting blade length 100 mm , aluminium fencing net height 5 feet thickness 4 mm , 3 inch nail mild steel
Tender For corrigendum : procurement of construction material - construction material, cement, aggregate -20mm, aggregate(baby chips) -6mm, robo sand, riversand medium, riversand for plastering works
Tender For supply, unloading, storing and filling of riversand in diesel and electric locos at jaroli (jrli) and sini(sini) station round the clock for 730 days. [sand will be screened and dried by the contractor. specification of treated sand will be m-916-51 (car and locomotive sand)].
Tender For procurement of specified riversand for mortar/concrete and black sand for trench/plinth filling in different areas of dukli r d block under r d agartala division of west tripura district
Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, 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 smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra