Providing pavement quality concrete around new covered storage shed near kiocl inside wharf

Ezhome gp pro.no 103-2026-27-kuruvad bus stop valanthottam road formation - remaining portion

Estimate for the construction of precast boundary wall at remaining portion of dumping ground, hoshiarpur (reso no. 736 (7) datred 25.03.2026)

Gsb, wmm, interlocking and divider works as part of the remaining works for the one-time improvement and maintenance of old nh-24 (rampur city portion).

Construction of an m30-grade cc road in vasundhara colony spanning from kailash nema residence to hanumant singh residence, and from the main gate of kanchan avenue to chhaya duplex garden within cherital ward, under division no. 14.

Construction of pending remaining portion of bund / p wall nr. h/o ab. hamid bhat and others at wanigam payeen eid ghah coloney year - 2026 - 27 pyt - wanigam payeen a block - pattan under - cdf hble mla

Construction of grade separators at sarona chowk (ch. 279.750) udyog bhawan (ch. 269.000) telibandha chowk (ch. 268.000) and agrasen chowk (265.500) in raipur city portion of nh-53 at raipur-aurang section in chhattisgarh .

Price agreement for manufacturing and supply of fusion welding of rails by alumino thermic process for 60kg / 60 e1 (r-260 grade) rail with nominal gap of 25 mm (atw portion, 3 piece moulds, single shot crucible, luting sand/paste and igniter) spec: (rdso) irs t -19-2021 with acs 1 and acs 2

Reducing nipple of size 1/2 x 3/8 bsp threading (parallel) on both sides, total length - 40mm; 1/2 threaded length -15 mm; 3/8 threaded length-15mm, hex. head thickness-10mm, width af27mm, 3/8 ends inside should have tapered profile (cone type). material: carbon steel astm-a108 & grade a1018 with zinc coated. note: material should be machined from forged planks & not to be casted.

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching