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10,897 results • Best match
Providing and laying interlocking paver block pavement at RD 0/400 to 0/556 ) Under MMGSY Head
Providing and Laying G-II from 0/00 to 1/00, 20 mm M.S.S. in K.M. 0/00 to 1/00
Formation Cutting Km. 0/00 to 0/400, 2.00 mtr span RCC slab culvert at RD 0/295, Hume pipe culvert at RD 0/510 and C.C. Pavement in Km. 0/00 to 0/500
(SH-C/O R/wall in PCC 1 4 8 at RD 0/230 to 0/245 0/270 to 0/288)
Construction of 400mtr Span RCC Slab Culvert at RD 0015 OTMNP
SH- Construction of slab culvert at RD 1-035,1/315, 900 mm dia HP culvert with wing wall at Rd 0-220, 0-470,0/65 and R-wall at RD 0/-to 0/-5
(SH- F/C 5/7 mtr wide road at RD /500 to 1/965 prov CD works and R/wall at RD 1/510 to 1/57)
Formation cutting km 3/0 to 3/525 and culvert at RD 3/330 and providing and laying GSB , WMM and SDBC in km 3/0 to 3/525
P/L Grading II III 20mm thick premix carpet with seal coat and PCC side drain in Km 0/000 to 0/450
C/O Earth work, Protection Work, Cross Drainage work, Unsurface drain, Stone soling, and Dumping Structure in km 0/000 to 5/250.
F/C 5/7mtr wide road at RD 1/285 to 1/750
SH Formation cutting 5/7 mtr wide in Km 1/225 to 1/1390
P/L WBM Grading-l, Grading-ll,M/T and C/O PCC Road Side drain in Km. 0/00 to 1/00)Under SCSP
Construction of 900 mm dia hume pipe culvert at various R.D. 0/265 and 0/750 along with wing walls
C/O GSB, G-II and Premix carpet with seal coat at RD 2/0 to 2/900 C/O Retaining wall and B/Wall on various RD C/O HP culvert at RD 2/665 C/O U-shape drain at RD 2/120 to 2/525 and FC for bed correction at RD 2/600 to 2/670 2/705 to 2/810
C/O 5/7mtr. Wide F/C, soling Gr-I, Gr-II, X-drainages rigid pavement etc
C/o hume pipe culvert with wall at RD 1/045 and R/wall at RD 0/698 to 0/723) Under SCSP
(SH C/o crated B/Wall at Rd.0/60 to 0/660)
SH Cutting in earth work between Km. RD. 1/0 to 1/845.50.
C/o 24 mtr. Span RCC T-Beam bridge at CH 4/813 to 4/837), C/o Protection Work, Crash Barrier in Km 2/000 to 5/220 (In bridge approaches )
SH ROFD at RD 0/150 to 0/720 Construction of Retaining wall at various RDs and GSB in km 0/150 to 0/720 under OTMNP Head
Construction of Retaining wall at RDs 1/200 to 1/215 and 1/390 to 1/404.30) Under DMFT Deposit.
Construction of 5/7mtr wide formation cutting in Km. 0/960 to 1/305) under OTMNP
SH C/O B/wall at Rd 3/780 to 3/795 , R/wall at Rd 3/795 to 3/820 , R/wall at RD 5/210 to 5/235
P/L C.C. Pavement at RD 0/500 to 0/700
C/O PCC R/Wall at Rd 0/270 to 0/304.40
SH C/O B/Wall in wire crate at RD 3/165 to 3/320
(SH- F/C 5/7 mtr wide road at RD 0/0 to 0/405)
C/o 6.00 meter span RCC Slab Culvert at RD 2/250
(SH Construction of Breast wall at Rd 0/0 to 0/060)
P/L cement concrete pavement at Rd 0/270 to 0/440 ) (under OTMNP Head)
formation deficiency in km. 1/0 to 2/0
SH Formation cutting C/O Retaining wall Interloking paver and culvert in Km 0/0 to 1/060
Providing and laying premix carpet with seal coat in Km. 0/0 to 0/500
P/L Tarring in km. 2/0 to 3/0) Under SCSP Head
SH Providing and laying WBM Grade II WBM Grade III and Premix carpet with seal coat in KM 0 0 to 0 600
SH C/o ROFD and CD work from km 0/0 to 0/630
P/L 30mm thick Bituminious concrete at RD 5/200 to 7/0 including profile correction
SH- Construction of Formation Cutting, Retaining Wall and Breast Wall and Construction of Cross Drainage work in km 0/0 to 2/0
C/O 5/7 mtr wide formation cutting , X-drainage works, road side parapets, essential Kharanja Soling , unlined drain,, C/O 4.00 mtr span slab culvert and C/O dumping site from km 0/0 to 5/390)(PROPOSED SHAHID ASHOK RANA MEMORIL ROAD)
providing C.D. and WBM G-I in Km 0/0 to 3/210
SH Formation cutting 5/7 mtrs wide road in Km 3/765 to 3/900 DC Deposit
C/O 6.00 mtr. Span R.C.C slab culvert at RD 0/120
SH Const. of Crated Retaining wall at Rd 3/087.50 to 3/200
SH F/C 5/7 mtr. Wide at RD 0/300 to 0/525
C/o, R/Wall at R.D. 2/060 to 2/078
SH C/O B/Wall at RD 1/320 to 1/341.50 1/045 to 1/065 and HPC at RDs 0/900 with both side wing wall
SH PL soling and MT in Km 1 0 to 1 500 under OTMNP Head
Formation cutting, C.D. work, Interlocking Paver Block, Providing and laying M/T, Parapets and Drain in Km. 0/0 to 1/150
SH Providing and laying kharanja Soling between Km 0/120 to 0/150,1/060 to 1/090,1/165 to 1/220,1/660 to 1/690 and C/o HPC at RD 0/675 to and 1/255