Road Construction Tenders in Himachal Pradesh

SH Construction of R/wall at RD 0/183 to 0/205, C/O B/wall at Rd 0/048 to 0/068 and P/l Khuranja Stone Soling in Slushy reaches between km 0/00 to 0/500

P/L soling gr.I and wearing Gr.II and 20mm thick premix carpet with seal coat in kms 0/0 to 0/500.

C/O 900mm dia HPC at RD 0/070, F/C at RD 0/0 to 1/0 and P/L CCP at RD 0/0 to 0/100)

P/L 900mm dia RCC Hume Pipe culvert at Rd 2/510 Cement concrete pavement at Rd 2/500 to 5/515

C/o 3mtrs Slab Culvert at RD 0/660

SH Construction of R/wall at RD 0/450 to 0/466 and B/wall at RD 0/460 to 0/470

Formation cutting at R.D. 0/0 to 1/0 and construction of wire crate for dumping site

C/O 900mm dia hume pipe culvert at RD. 1/195 with both side wing wall)Under MMGSY

SH Retaining wall at RD 0/210 to 0/223

Construction of R/wall km. 1/450 to 1/465, Edging wall, Protection wall, U and V-Shape drain at various RDs and C/o Hume Pipe Culvert 900mm dia at various RDs DMFT

SH 5/7 mtr wide F/C between RD 0/090 to 0/285

(SH-C/O breast wall in wire crate in km. 1/475 to 1/497.50 and in C.conc.in km 2/045 to 2/075)Under SCSP.

SH Providing and laying Kharanja Soling at RD 0/840 to 1/165

Providing and Laying Cement Concrete Pavement at RD 0/0 to 0/068.50)

SH C/o Jeepable 5/7mtrs wide road including essential CD work soling in Km0/0 to 1/500(SW ROFD in Km0/840 to 1/0

SH Construction of Retaining walls at various RDs and formation cutting

P/L 900mm dia RCC hume pipe culvert at RD. 1/550 and 1/620 with wing wall C/o R/wall at various Rds. in between km. 1/200 to 2/500) ( Under OTMNP head

C/O R/wall, B/wall and hume pipe culverts

5/7 mtr. Wide formation cutting, R/wall , Cross drainage , GSB, WMM, 2Cm. Thick premix carpet i/c seal coat , V-Shape drain ,parapets Km. 0/0 to 1/405.

SH C/O R/Wall at RD 0/840 to 0/855 1/025to 1/035 and P/L soling in km 0/953 to 0/994 1/079 to 1/255 and P/L M/T in km 0/0 to 0/260 0/953 to 0/994 and 1/079 to 1/255) (Under OTMNP Head

C/O B/Wall in Km. 2/945 to 2/957).

/O B/Walls R/Walls and unlined drain at various RDs).(Under PDNA

Providing and laying 30mm thick Bituminous Concrete with Paver Finisher on Km 1/390 to 1/690 and 2/000 to 2/500

Formation cutting 2.75/5.00 metre wide from K.M. 0/0 to 0/795 and construction of wire crate for dumping site

(SH-C/O C.C. edge wall in 1.3.6 at RD 0/300 to 0/390) R.H.S

(SH- P/L 25mm thick Bituminous Concrete with Paver finisher in km. 0/000 to 0/420)

Formation cutting in 5/7 mtr wide road in K.M. 0/00 to 0/255)

Construction of P.C.C. Retaining wall at RD 0/380 to 0/390 L.H.S., cement concrete pavement at RD 0/200 to 0/300 and 0/800 to 0/900 and V-Shape Drain at RD 0/200 to 0/320). Under Chief Minister Announcement work

P/L cement concrete pavement from RD 0/300 to 0/455, R/wall between RD 0/540 to 0/556) Under OTMNP

ROFD in km 0/00 to 0/800 , C/O 4.00 mtrs span RCC culvert at rd 0/470 and 600mm dia RCC Hume Pipe Culvert at rd 0/550) (under OTMNP Head)

SH- Formation cutting at Rd 0-0 to 0-500 and wire crate for dumping site at Rd 0-100 to 0-180

C/O R/wall at Rd 0/440 to 0/452

F/C 5/7 mtr wide in km. 1/155 to 1/990 and C/o wire crate for dumping site at various Rds).

C/O of B/wall at RD 0/370 to 0/430 Pavements at Various Rds

Providing and laying Grade -III in Km 0/00 to 1/00

SH C/O B/wall in wire crate at Rd 0/150 to 0/181

SH P/L Kharanja Stone Soling at RD 0/00 to 0/600

Providing and Laying Grade-III and Tarring in Km.0/00 to 1/00

P/L bituminous concrete 25mm thick and thermoplastic road marking strip at RD 0/00 to 0/366 Salasi Khad leg.)

Providing and Laying WBM Grade-II, Grade-III, C/o PCC V-Shape and Tarring(30mm thick bituminous concrete) in km. 0/00 to 1/200).

SH Construction of B/wall at Rd 0/641 to 0/676

SH F/C 5/7 mtr wide road at RD 0/00 to 0/195

(SH- C/O R/wall in PCC 1 4 8 at RD 0/075 to 0/095 B/wall at RD 0/400 to 0/420)

C/o F/C at R.D.0/630 to 0/690, 900mm dia Hume pipe culvert at R.D. 0/510 and 0/615, C/o Edge wall at R.D. 0/180 to 0/350 and Retaining wall at R.D. 0/525 to 0/600, P/L Grading-I, Grading-II and CC pavement at R.D. 0/180 to 0/560) (Really New Scheme)

C/O Rain shelter

Construction of PCC Retaining walls at R.D. 1/425 to 1/450 and PCC and Wire crate Breast wall at R.D. 1/430 to 4/465

Construction of 6.00 mtr span RCC Culvert at RD 0/855 and Both Sides Approaches.

SH C/O R/wall at RD 0/360 to 0/377)

5/7 mtr wide Formation cutting in km 1/00 to 2/00) Under MNP

C/o of wire crate in retaing wall 0/300 to 0/315 and Extension of existing 2.00 mtr slab culvert at km 1/050