Loading…
Loading…
10,897 results • Best match
(SH- F/C 5/7 mtr wide road at RD 0/360 to 0/810)
(SH Formation Cutting Cross Drainage and R/wall HP Culvert work etc in km 0/0 to 2/045)
C/o, Wire crate B/Wall at R.D. in K.M. 0/09 to 0/025 and R/Wall at R.D. in K.M. 0/00 to 0/010
Construction of 3.00 mtr. Span RCC slab culvert at Km. 0/960).
Repair of Pot Holes and V-shape Drain)
C/P PCC B/Wall at Rd 1/165 to 2/190
SH P L WBM G III Tarring in K M 1 005 to 1 600
P/L GSB, WMM V-shape drain at Rd 0/0 to 1/200
Sh 5/7 mtr. Wide formation cutting between km 0/225 to 0/700
Formation Cutting 5/7 mtr wide road in Km 1/990 to 2/300
Preparation of forest case constructed in violation of FCA-1980 Complete including
(SH- Formation Cutting 5/7 meter wide single lane in km. 0/00 to 0/460, C/o R/Walls, B/Walls and wire crate walls for dumping structure at various Rds in km. 0/00 to 0/460).
Providing and laying soling Grade-I wearing Grade-II and tarring from Km. 0/0 to 1/0
P/L 25mm thick bituminous concrete in kms 0/0 to 1/0 and G-III with 20mm thick premix carpet in patches and U-shape drain in kms 0/0 to 0/100 L/S
P/L WMM G-II and Premix carpet with seal coat in Km. 0/0 to 0/810)
P/L GSB , WMM and M/T in km. 0/675 to 1/000 and 1/150 to 1/585
SH C O R wall at various RDs Slab culvert GSB etc
SH FC..Cutting in earth work between Km. 0/0 to 1/000
F/C in km. 0/0 to 0/675,C/O R/wall at Rd. 0/045 to 0/050,0/105 to 0/115 and P/L 900mm dia RCC hume pipe culvert at Rd. 0/200,0/500 and 0/650) Under OTMNP Head
SH Construction of R/wall at Rd 0/484 to 0/496.5, and B/wall at Rd 0/661.90 to 0/670.90,0/670.90 to 0/683.20
P/L WMM and 2cm. thick premix carpet with seal coat in km. 0/0 to 0/500).(Under OTMNP
Providing and laying WBM G-I, G-II and 30 mm thick bituminous concrete at km. 0/00 to 0/340
P/L interlocking paver block at RD 0/350 to 0/532 ) PDNA 2023
C/O R/wall at RD 0/050 to 0/70
- Construction of Retaining wall, Breast wall, and Hume pipe culvert in various Rds.)
SH C/O Retaining wall at RD 0/245 to 0/265
C/o PCC R/wall at RD 0/900 to 0/910
C/O V-Shape drain in Km 1/800 to 1/850 U-shape drain in Km 1/720 to 1/760 1/880 to 1/910 , Edge wall at Rd 1/645 to 1/850, Grating in Km 1/780 to 1/910 P/L cement concrete pavement in Km 0/150 to 0/255
P/L GSB, WMM and M/T in Km 8/706 to 9/413
C/O R/wall at RD 0/460 to 0/480, P/L 900mm dia RCC hume pipe culvert at RD 0/700 P/L GSB in km 0/400 to 0/500, 0/700 to 0/800.
SH Formation cutting in Km 0/300 to 0/690).
SH Providing and Laying WBM I (90 to 45 mm) at RD. 0/00 to 1/200)
C/o 10.00 meter Span RCC Slab Culvert at RD 1/060
(SH- 5/7mtr. wide formation cutting in km. 0/0 to 0/135) (Under OTMNP).
SH C/O Breast wall at RD 0/105 to 0/140 and 0/395 to 0/410
Sh Portion toward Shiloli Construction of B/wall in wire crate at RD 0/531 to 0/560 , 0/650 to 0/700 , ,0/810 to 0/860 and B/wall at RD km 0/510 to 0/531
SH F/C 5/7 mtr wide between RD 0/615 to 1/240
C/o U-shape drain with edge wall at R.D. 0/00 to 0/450 and 0/470 to 0/700, 1.00mtr. span slab culvert at R.D.0/420, R/wall at R.D. 0/00 to 0/060 and P/L CC pavement at R.D.0/00 to 0/450 and 0/450 to 0/700) Under Chief Minister Announcement work.
SH C/O B/wall at RD 0/420 to 0/445
SH- ROFD , C/O R/Wall at RD 0/00 to 0/025, 0/320 to 0/330 and C/O B/Wall at RD 0/265 to 0/280, 0/500 to 0/516
C/o B/wall at Rd 1/040 to 1/100, 1/120 to 1/170 and 1/600 to 1/637.50 and R/wall at Rd 1/120 to 1/142.50 (Under PDNA-2023)
RODF 5/7 mtrs. Wide road km. 0/0 to 0/080, R/wall at various rds. 900mm dia RCC hume pipe culvert at Rd. 0/075 U-Shape drain at Rd. 0/0 to 0/030, P/L CC Pavement at Rd. 0/0 to 0/080) Under DC Deposit)
(Sub Head- Providing and laying Kharanja Stone Soling and Cement Concrete pavement km 0/00 to 0/200 under PDNA 2023)
P/L 25mm thick bituminous concrete in kms 1/0 to 2/0, 4/0 to 5/0 and G-III 20mm thick premix carpet in patches and U-shape drain in kms 1/800 to 1/900 L/S and RD 4/600 to 4/700 L/S
P/L soling, WMM P/L cement concrete pavement in Km 0/00 to 0/350 ) (under MMGSY)
C/O RCC Slab culvert Span 6.00mtr. with Wing wall and Diversion of road at RD 0/735 ) (Under RRD Head)
C/O R/Wall at RD. 0/630 to 0/635.2 and 0/765 to 0/780). (Under PDNA).
P/L WMM, Prime coat, Tack coat, Premix carpet and Seal coat at RD 0/00 to 0/500
SH- Providing and laying MT in Km 2-00 to 3-00
Construction of Edge walls at RD. 1/300 to 1/465 Left side, 1/435 to 1/465 and 2/015 to 2/210 Right side