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2,954 results • Best match
Repair of 1.00 mtr span culvert at various reaches and P/L G-II, C.C. pavement and side berms in 1 3 6 at RD 1/300 to 1/400
Hiring of Hydraulic Excavator/JCB for removal of slips dressing of road berms filling depressions, clearance of drain and culvert etc and hiring of tipper for carriage of Debris/boulder
Hiring of Hydraulic Excavator/JCB for removal of slips dressing of road berms filling depressions, Clearance of drain and culvert etc and Hiring of tipper for carriage of Debris/boulder
Construction of foot bridge cum culvert over Janet balanala near house of Lal Chand at Village Kukheda Jattan Ward No 5GP Ambehara Dheeraj APO Thanakalan under DPOIDP Una during 2024 2025
SH Construction of approaches in Gulling Side Retaining wall in km 0.372 to 0.369.50 and 0.419.50 to 0.399.50 Up- stream and 2.50 m Span RCC slab type Culvert at km 0.338.10.
(SH-C/O protection R/wall for bus stand at Kalgaon at RD 5/617 to 5/629 , 5/675 to 5/687 wing wall of culvert at RD 4/865)
SH Removal of formation deficiencies in K M 3 200 to 6 200 900 mm dia RCC Hume pipe culverts at various RDS P L Grade II III and tarring in K M 1 0 to 2 0 and unlined Surface Drain in K M 0 0 to 2 0
SH- C/O Retaining walls at Rds 0/605 to 0/635, 0/640 to 0/672, 0/805 to 0/831, C/O Breast walls at Rd 2/135 to 2/152.30 and C/O RCC Hume pipe Culverts 900 mm diametre at Rd. 0/605 and 0/710
C/O 2.00 Meter span Culvert at RD. 0/000 and V-Shape Drain in km. 0/000 to 0/160 and U-Shape Drain in km. 0/160 to 0/300
C/O damaged wing wall of hume pie culvert at RD 21/750, 21/550 and C/O damaged approach Up stream side of Sukhad Khad Bridge at RD 25/800) under PDNA
R/R damages on Jandauri PrathaNabon road in km 0/00 to 8/00 (SH C/o Downstream toe wall and wing wall of existing HPC culvert at RD 0/500) under PDNA
SH C O wire create in various culvert RDs 99 60 99 120 99 410 99 750 98 610 95 120 and Breast wall at RD97 360 to 400 and 95 700 to 710
Construction of 6.00 mtr span RCC Culvert at RD 0/355 and C/O R/Wall at RD 0/250 to 0/260, 0/270 to 0/277 and 0/570 to 0/600.
SH- Formation cutting km 1-00 to 1-600 and 900 mm dia hp culvert with wing wall at Rd 0-090 to 0/435 and wire crate for dumping site at Rd 0-920
Shifting of existing GI pipe lines by laying jointing and Testing of GI pipes 150mm 125mm 100mm 65mm 50mm and 32mm dia damaged due to C/o Culvert near Chhipnu Tank and C/O Pillars
C/O 3.00 mtrs. Span RCC slab type culvert at Rd. 0/570 and P/L Cement concrete pavement at Rd. 0/390 to 0/430 and 0/450 to 0/480) Under SCSP Head
Formation cutting at RD 0/300 to 0/405, P/L GSB,G-II,G-III, Metalling and Tarring at RD 0/200 to 0/700, HP culvert 0/200, 0/300 and 0/660
R/R damages to Banalgi Chandi Bhatt Ki Hatti road in Km 0/00 to 12/300(SH C/O 4meter Span (2mx2m double cell)RCC Box cell Culvert at Rd. 11/900)2nd Call
Co Link road H Basti Kanagora Patta to Pavai Panol to Ballu via Tikkar Dahad km. 0/0 to 8/0 SH Co 900mm dia pipe culvert at R.D 2/020 to 2/320)(SCSP)
SH ROFD C O 900 mm dia RCC Hume pipe culverts at Rd 2 800 3 010 3 300 3 600 WBM Grade I In K M 2 700 to 3 700 WBM Grade II in K M 2 700 to 3 700 and c O unlined surface Drains 2 700 to 3 700 Under SCSP
, and C/o 900 mm dia RCC Hume pipe culverts with wing wall at RD 0/040, 0/300, 0/550, 0/670, 1/600, 1/820, 2/00, 2/090, 2/160, 2/360, 2/520 and 2/800 - 12 Nos and P/L water bound macakam WBM Gr-1 in km 0/00 to 0/500.
Formation cutting in km. 1/200 to 1/935, C/o B/wall at RD 1/700 to 1/880 and C/o 900mm dia H.P. culvert at RD 1/800 and 2/000). (Industrial Corridor)
F/C in Km. 0/015 to 0/090, P/L 900mm dis RCC hume pipe pipe culvert at Rd. 0/250 and P/L GSB in Km. 0/0 to 0/500) Under OTMNP Head
Constrcution of R/Wall at RD 0/110 to 0/120 Pipe Culvert at RD 0/240 Cause way at RD 0/395 to 0/405 and M/T in Km 0/0 to 0/420
Restoration of rain damages at Khajanchi Mohalla near Chhanga Ram, Ashok, Sumit and Bagga house in Ward No. 5 Sub head - P/L M.S. grating, CC pavement, C/O R/wall and tor steel for culvert
R/R Damages on Kharyana to Ranopul road in Km. 0/00 to 2/600.(SH Channelization of culvert water by Constructing U-Shaped drain, Edge wall and B/wall at Rds. 1/150 to 1/162)
F.C. in km. 0/350 to 1/045, R/wall at Rd. 0/600 to 0/640 ( Both side ), 0/670 to 0/700 and 6.00 mtr. Span RCC slab type culvert at Rd. 0/650 ) Under SCSP
SH-C-o 900 mm dia HP Culvert alongwith wing wall at Rd 0-995 0-330 and B-wall at Rd 0-510 to 0-525 0-570 to 0-577 and 0-758 to 0-768)
C/O Chandi Harth Bughra kanaaita road in km 0/0 to 8/00 SH C/O 900 mm dia hume piupe culvert at rd 0/015 1/300 1/925 3/200 3/425 and 3/600
1) Imp. of def., C/O 900 mm dia hume pipe culverts a/w wing walls, R/walls and metalling and tarring in km 0/0 to 1/420 (2) Providing and laying M/T from K.M. 0/0 to 1/845 (3) Imp. of def., CD works P/L Base course and tarring work in km 0/0 to 0/960
Improvement and Metalling Ghyan to Chandi road in km 0/0 to 5/600 SH C/o 900 mm dia RCC HPC culvert with wing wall at Rds 3/810, 4/015, C/o R/wall at various RDS)
SH Formation cutting in km. 0/630 to 0/795, C/O 0.60mtr span culvert at RD. 0/280, 0/320 and 0/790 and P/L CC work in km. 0/0 to 0/510) (Under MMSY deposit
Formation Cutting, Metalling and tarring, C/O Hume pie culvert, R/wall, P/L GSB, WMM, SDBC, CC pavement, Parapets for essential reaches, Road side drain, CD works and five year routine maintenance in KM 0/0 to 04/650
Clearing and cutting the grass along the penstock periphery after the monsoon season providing the railing over the culvert on road from Power House to Intake and chiseling of boulder behind the Power House complex etc under Baner Power House Divisio
P/L WBM G-I,G-ll, G-lll, M/T along with road side drain in 1/0 to 2/0,Humpe pipe culvert at RD 1/060, 1/340, 1/620 , 1/915 and 2/065 )Under MMGSY
C/O Formation cutting at RD 0/200 to 0/380 600mm dia HP culvert at RD 0/0, 0/200, 0/300 and GSB, G-II and Cement concrete pavement at RD 0/0 to 0/170) under SCSP
C/O Jabli Sujji Thari road IN KM 0/0 TO 6/800 SH C/O 900mm dia RCC hume Culvert including both side wing wall at various Rds 1/015 1/320 1/555 1/635 1/715 under SCCP
F/C 5/7 mtr wide road at km 0/500 to 1/00, C/O 3.00 mtr span RCC slab type culvert at Rd 0/980 and C/O R/wall at RD 0/640 to 0/655). (under MMGSY)
Hiring of hydraulic excavator 220 n Dumpers for removal of silt debris , muck boulders from down stream of the trench weir between RD 0/00 to 155.00 mtr and shifting of road towards newly constructed spillway channel culvert and Shingle flushing
Restoration of link road from Jingal Mod to Ghanufri via Kotla Katachi Km. 0/00 to 1/300 (SH C.o 900mm dia HPC Culverts at RD 0/030, 0/070 and 0/600, C/o R/wall at RD 1/090 to 1/110, B/wall at RD 1/005 to 1/015 (LHS), C/o CC Drain in Km. 0/00 to 0/90
C/o R/wall at Rd 1/005 to 1/015, wing wall both side of culvert at Rd 1/040 and U-Shape Drain at Rd 1/00 to 1/040 and cement concrte paver block in 1/00 to 1/065.50
Construction of Retaining wall between km 5/050 to 5/070 AND Breast wall between km 4/950 to 4/980 AND 5/150 to 5/170, Box Cell culvert of 3.00 x 3.00 mtr span at Rd 5/00 under PDNA ).
Removal of formation deficiency at RD 0/000 to 0/360, RCC Hume pipe 900mm dia culvert at RD 0/165, C/O edge wall at RD 0/000 to 0/060 and P/L Interlocking concrete paver block pavement at various RDs
FORMATION CUTTING IN KM. 2/400 TO 2/655, R/WALL, B/WALL AT VARIOUS RDS, 6.00 MTRS SPAN R.C.C. SLAB TYPE CULVERT AT RD. 2/800 and P/L M/T IN KM. 2/400 TO 3/00) (UNDER S.C.D.P HEAD).