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8,346 results • Best match
Providing R/wall at Rd 5/900 to 5/910, B/wall at Rd 5/870 to 5/900 and Drain between km 0/430 to 0/440, 0/540 to 0/570, 4/370 to 4/390, 4/660 to 4/690, 5/870 to 5/910 and 6/130 to 6/150) (UNDER PDNA-2023)
Providing and laying WBM grade-III, priming coat SS-I km 0-0 to 1-0 construction of earthen shoulder km 0-0 to 1-100 construction of PCC drain km 0-0 to 0-945, construction of edge wall at RD-0-210 to 0-250, Retaining wall at RD-0-250 to 0-265
C/o R/wall at RD 1/210 to 1/263 (both sides), B/wall at RD 0/560 to 0/620 and 0/635 to 0/680, C/o 1.00 mtr. Span Kuhal crossing at RD 1/295, 1.00 mtr. Span RCC culvert at RD 1/209 and U-shape drain at RD 0/710 to 0/910
P/L Cement concrete pavement at rd 2/660 to 2/700, 3/100 to 3/150, 3/290 to 3/390 and V-shape drain at Rd 0/600 to 0/700,6/780 to 6/850 and 8/350 to 8/520) (Under PDNA) Time Limit Two month Cost of Form Rs. 2000/-Job No.4
Construction of V-shape drain at R.D. 0/00 to 0/035 LHS and 0/035 to 0/100 RHS , Edge wall at RD. 0/075 to 0/090, P/L cement concrete pavement at RD. 0/176 to 0/356 and C/o 900mm dia RCC Hume pipe culvert at R.D. 0/160 Deposit work
M/T on Himatpur Dabli Kheel (Basholu road) in Km. 0/00 to 6/135 (SH P/L WBM-G-III, Open Garded Premix Carpet 20mm thick with seal coat at Rds 0/585 to 1/365, C/O Parapets, V-Shape drain, B/Wall and P/L Hume Pipe Culvert at Various Rds)Deposit work
SH ROFD K M 4 060 to 5 500 formation cutting in k M 3 260 to 4 060 and P L 900 mm dia RCC Hume pipe culvert at Rd 1 015 1 230 1 495 1 700 and 1 995 and unlined surface drain in K M 1 0 to 2 0 Under SCSP
C/o 900mm dia Hume Pipe Culvert at RD 0/850, 0/910, 1/240 1/550, FC at RD 0/440 to 0/450 0/900 to 0/950, C/o Retaining wall at RD 0/950 to 0/980 C/o V-Shape drain at RD 1/050 to 1/270). (under OTMNP Head)
Construction of Hume pipe culvert at RD. 0/020, Embankment at RD. 0/066 to 0/081, U-Shape Drain at RD. 0/0 to 0/060 and Retaining wall approach slab LHS at RD. 0/066 to 0/071, RHS at RD. 0/066 to 0/071 and Wire Crate at RD. 0/071 to 0/081)
SH C/O 900mm hume pipe culvert at RD 0/750 600mm dia at RD 0/545 Retaining wall at RD 0/780 to 0/810 construction of V-shape drain at RD 0/490 to 0/520 and 0/525 to 0/860 interlocking paver block 80mm thick at RD 0/543 to 0/550, 0/
SH-Construction of Retaining wall at RD 2/755 to 2/772 2/872 to 2/902 Providing and laying Cement Concrete Pavement at RD 2/755 to 2/772 2/872 to 2/882 2/950 to 2/954.50 Drain at RD 2/872 to 2/972 and construction of R.C.C. hume pipe culvert 900mm d
ROFD in km 0/510 to 0/975, P/L 900mm dia RCC Hume Pipe Culvert at Rd 0/830, 0/935, 1/125 P/L Cement concrete Pavement at RD 0/090 to 0/120, 0/270 to 0/300 P/L GSB, WMM, V/U - shape Drain at RD 0/00 to 0/300). (Under MMGSY)
C.C Pavement,at RD 1/085 to 1/100, R/Wall at in Various RD 0/650 to 0/984, V-Shape Drain at RD 0/000 to 0/360,0/510 to 0/855, 0/980 to 1/090 and 1/210 to 1/510 and C/O of Parapets at Various RD under NABARD-XXVIII
Providing and laying Cement Concrete Pavement at RD 0/740 to 0/840, 1/150 to 1/270, V-Shape Drain at Km 0/600 to 0/800, 1/150 to 1/300, Retaining wall at Km 0/820 to 0/835, 1/260 to 1/280 and RCC Hume pipe culvert at Km 1/980)
C/O road from Heritage Market to Shilora Khurad by GSSS Mashobra in Km. 0/00 to 1/300.(SH Providing CD work at Rds. 0/128, 0/441 and 0/534, Providing and Laying WBM G-II, G-III, Tarring at Rds. 0/00 to 0/652 C/O Road side drain and Parapets, P/L Ther
ROFD in Km 1/480 to 2/060, P/L GSB,WMM, M/T,cement concrete pavement , U-Shape drain at various RDs, B/wall at Rd 1/840 to 1/865, R/wall at Rd 1/520 to 1/540, 1/910 to 1/945, 1/690 to 1/750 1/990 to 2/005 ) (under PDNA)
BALANCE WORK FOR THE P/L BITUMINOUS MACADAM IN KM. 2/500 TO 2/700, 7/200 TO 8/00, BITUMINOUS CONCRETE IN KM. 1/00 TO 2/00, 2/500 TO 3/00, 6/300 TO 8/00, PROVIDING AND LAYING INTERLOCKING PAVER BLOCK IN KM. 3/400 TO 3/500 AND DRAIN, PARAPETS AND P/F L
Construction of R/wall at RD 28/450 to 28/461, 30/825 to 30/840, 31/700 to 31/710 and U-shape Drain with edge wall at RD 25/390 to 25/520, 25/695 to 25 /715, 25/780 to 25/800 26/285 to 26/300 26/445 to 26/480 Under SCA
SH C/o PCC retaining wall breast wall at RD 0/360 to 0/372 and 0/375 to 0/390 C/o 900mm dia RCC Hume Pipe Culvert at various RDs and cement concrete pavement paver block P/L GSB WMM BC in km 0/0 to 0/500 and C/o U Shape Drain
SH C/o PCC Edge wall at RD 0/0 to 0/650 C/o PCC Retaining wall at RD 0/085 to 0/105 Interlocking paver pavement km 0/175 to 0/240 C/o V Shape drain from RD 0/085 to 0/240 and Metalling/Tarring in km 0/0 to 0/175
P/L WBM G-1 ,G-ll and M/T 0/00 to 0/500, C/O 900 mm dia hume Pipe Culvert at RD 0/330, C/O Retaining Wall at RD 0/450 to 0/460, C/O Essential Parapets at various RDs and C/O Road Side Drain 0/00 to 0/500 )
SH Providing R/wall at Rd 7/020 to 7/050,7/055 to 7/070,8/020 to 8/035,8/045 to 8/055,8/920 to 8/935 and Perapets at Rd 8/160 to 8/170,8/990 to 9/010,11/170 to 11/185 and V-Shape Drain at Rd 9/425 to 9/460) (Under PDNA 2023)
P/L CC pavement at R.D.0/00 to 0/496, construction of PCC R/walls at various R.D.s U-shape drain at R.D. 0/00 to 0/396.20 and PCC edge wall at R.D. 0/310 to 0/360, 0/310 to 0/405 and 0/525 to 0/630) Under Chief Minister Announcement work.
Brake Shoe Assy, Brake Pad Assy, Fuel Filter, Oil Filter Assy, Clutch Release Bearing, Plug Drain, Head Light Relay 24v, Sprocket Wheel, Brake Shoe leaver, Hub Seal, Brake Shoe assy, Spide Bearing, Clutch Master Cylinder Kit, Clutch Sleeve Cyl Kit, Bonnet Lock, Sleeve Cyl Assy, Battery Cut-Off switch, Clutch Plate Assy, Housing Door inside, Wiper Blade set, Fuel Tank Cap
C/O 1.00 meter span RCC slab culvert at RD 5/055, C/O wing wall at RD 5/045 to 5/054 and 5/056 to 5/065, C/O U- shape drain at RD 5/030 to 5/080 and C/O Breast wall in wire crate at RD 5/046 to 5/054 and 5/056 to 5/064
C/O R/wall at Rd 9/550 to 9/585, 9/900 to 9/938, 9/500 to 9/525 B/wall at Rd 8/110 to 8/825 C/O V-Shape drain in Km 2/555 to 2/340 P/L cement concrete pavement at Rd 2/255 to 2/340 ) (under Demand No 10 5054-307-02) (OTMNP Head)
SH Construction of 5/7 mtr. wide road formation cutting in km 1/050 to 1/375 Demolition of C C pavement at RD 0/895 to 0/900 and 0/900 to 1/030 C/O retaining wall at RD 1/270 to 1/435 with crash barrier C/O v-shape drain at RD 0/860 to 1/030
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.
C/O R/wall at Rd 2/705 to 2/730, 2/740 to 2/760, 3/26 to 3/265,4/135 to 4/141,4/330 to 4/345,7/705 to7/719, B/wall at Rd 0/629 to 0/635,0/765 to 0/776 and V-shape drain with edge wall at RD 4/180 to 4/285 ) PDNA
C/O Link road to Village Bathol in Km 0/00 to 1/250 (SH C/O V-Shape drain, C/O essential Parapets, P/L Open Graded Premix Carpet with seal coat in Km 0/00 to 0/315 and 0/360 to 1/240 and P/L Thermoplastic edge line at Rds 0/00 to 1/240)Under SCDP
Removal of formationdeficiency in between km. 2/640 to 2/680, Removal of Land slide at RD. 2/500 to 2/580, c/o RCC HP Culvert at RD. 2/640 and 3/200, Wire Crate work at RD. 2/500 to 2/560 and 2/645 to2/680 and U-Shape Drain at RD 2/500 to 2/580
C/O R/wall at Rd. 0/380 to 0/460 both side, B/wall at Rd. 0/100 to 0/110 ,wire crate R/Wall at Rd. 0/480 to 0/490, P/L 900 mm dia RCC hume pipe culvert at various rds. in between km. 0/0 to 0/500 and P/L G.S.B. WMM Tarring V-Shape drain
C/o 900 mm dia hume pipe culvert at Rd 0/080, 0/195, 2/100, 600mm dia hume pipe culvert at Rd 0/735, U-Shape drain with edge wall at Rd 0/195 to 0/255 (Left side), 0/300 to 0/315 (Right side) and 0/405 to 0/495 (left side and wing walls at Rd 0/069
ROFD 5/7 mtr wide road in between km 10/025 to 11/120,C/O R/wall, B/wall, V-shape drain, GSB, WMM in between km 10/025 to 11/120, 900mm dia R.C.C. Hume pipe culvert at RD 10/640 10/730, P/L CC Pavement at RD 10/415 to 10/435 P/L bitumenous concrete 3