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10,884 results • Best match
SH Providing and laying G.III, P.L premix carpet from Km. 0.000 to 0.300
Construction of retaining wall in PCC at RD 1 480 to 1 485 and2 050 to 2 060 Under PDNA
C/O R/Wall in Wire crate.
C/O formation cutting,R/Wall ,B/wall RCC h-pipe culvert
C/O CC pavement from RD 0/0 to 0/200.
ROFD, Retaining wall hume pipe culvert, soling.
SH R Wall at Rd. 0.21385 to 0.435
P/L Soling and CC work in km. 0/0 to 0/076) (Mining deposit)
SH C/O B/Wall in Km. 2/810 to 2/830
SH Formation Cutting at Rd 2.015 to 2.150
SH P/L interlocking Paver Block Pavement at RD 0/0 to 0/165) (Under MMGSY)
Removal of land slides, bitumen penetration, repair of pot holes.
C/O 1.50mtr.span RCC slab culvert at RD 2/300.
/o B/wall 0/405 to 0/420 R.H.S R/wall at Rd 0/457 to 0/463 R.H.S R/wall at Rd 0/453 to 0/459
Repair of Pot Hole / patch work between Km 2/500 to 5/500) (MMRRY)
ROFD at km 0/0 to 1/750 P/L 900 mm dia RCC Hume pipe culvert at Rd 0/965, 1/00 , 1/070)
SH Providing wire crate apron to protect Pier I foundation of Khar Bridge
SH C O B Wall 0.090 to 0.105 , 0.320 to 0.330 PL Kharanja stone soling 0.285 to 0.305 Grade -2 Grade -3 tarring and PCC drain in km 0.00 to 0.375
P/L 30mm thick Bituminous Concrete including Profile correction in Km 8/000 to 9/000
SH PL G-II G-III and Tarring, PCC drain in k.m. 0.0 to 0.500
Construction of retaining wall in PCC at RD 1 465 to 1 480
Providing and erecting crash barrier.
Formation cutting, Retaining wall, Brest wall and Wire crate in dumping site Km. 0/0 to 6/300
SH C.O R.wall in various Reaches
P/F W-metal Beam metal Crash Barrier at RD 0/0 to 0/045 and Retaining wall at RD 0/048 to 0/074 and 0/085 to 0/097 ) (Blackspot )
SH P L Kharanja stone soling at Rd. 0.0 to 0.750
SH Formation cutting 5.7 metre wide in Km. 0.180 to 1.420
Soling and RCC hume pipe Culvert
P/L G-II premix carpet.
Hume pipe culvert at RD 0/180, 0/385, 0/615 0/765, Formation cutting at RD 0/0 to 1/0 C/o Retaining wall at RD 0/090 to 0/105, 0/580 to 0/601 0/810 to 0/820). (under OTMNP Head
C/O B/wall for protection of house and land of Sh. Kushal Kumar at RD 0/180 to 0/192
SH C/O 900mm Dia Hume Pipe Culvert in Km. 0/630 alongwith Wing Wall ) (Under RRD Head)
P/L 30mm thick Bituminous Concrete including Profile correction in Km 7/000 to 8/000
Formation cutting, hume pipe culvert, soling.
GSB, WMM, Premix carpet seal coat in km 0/0 to 0/500 CC pavement in km 0/050 to 0/070). (under OTMNP Head)
Hume pipe culvert and soling.
Superstrucure of Masot khad bridge
SH Providing and laying complete Metalling Tarring in km 0/0 to 0/850
C/O B/wall at Rd 0/00 to 0/034
P/L G-I, G-II and premix carpet.
ROFD in km 0/0 to 1/0 C/o 900mm dia Hume pipe culvert at RD 0/210, 0/435, 0/690, 0/930, 1/270 1/435). (under OTMNP Head)
SH Formation cutting at Rd 0.900 to 2.915
C/O RCC Hume pipe culver, soling, metalling and tarring.
SH P.L bitumen concrete 30 mm thick in Km. 0.0 to 0.700 MMGSY
providing and laying G-III and 20mm thick premix carpet with seal coat at RD 0/00 to 0/200) Length 200.00 Mtr MNP
C/O hume pipe culvert.
Providing B/wall at Rd 0/060 to 0/077.50) (Under PDNA-2023)