Road Construction Tenders in Himachal Pradesh

SH 5 7 meter wide road at RD 1.900 to 2.090

SH Formation cutting 5/7 mtr wide in Km 1/495 to 1/885,C/O breast wall at RD 0/0 to 0/020 and C/O HPC at RD 0/495 and 0/975

SH CO Widening of 5.7 mtr. wide road Protection Rd. 0.750 to 0.915

C/O Retaining wall and Cement concrete pavement at RD 0.310 to 0.500 Under BASP

SH F/C 5/7 mtr wide road at RD 0/345 to 0/600

SH C O BWall at Rd. 5.090 to 5.120 and 5.130 to 5.165

Providing and laying wearing grade-3 AND Metalling and Tarring in Km. 0/00 to 0/800

SH PL GSB WMM 25mm thick BC in Km 0 050 to 0 700 and P L RCCP and V shape drain

Construction of rain shelter at RD 0/010)

C/o, B/Wall at R.D. 2/210 to 2/250 and R/R Damages on Gumma Jashla Reoghati Road in K.M. 0/00 to 29/500, R/Wall in K.M. 0/940 to 0/955

Formation cutting in km 0/600 to 0/990

SH F/C 5/7 mtr wide road at RD 0/285 to 0/490 and C/O R/Wall at RD 0/060 to 0/075

Providing and Laying 25mm thick Bituminous Concrete in Km. 0/00 to 0/650 along with Providing and laying Hot Applied Thermoplastic compound 2.50mm thick for edge line in between km. 0/00 to 0/650) Under AMP 2025-26.

Formation cutting, H-pipe culvert and soling.

CO ROFD PCC B Wall in Km 1 540 to 1 560 CO PCC R Wall at RD1 200 to 1 240 1 340 to 1 380 and 1 450 to 1 470

SH C/O retaining wall at RD 1/065 to 1/085 and C/O Hume pipe culvert at RD 0/810 under SCSP

SH ROFD Providing and laying GSB WMM 25mm thick BC Hume pipe culvert V-shape drain in Km 0/0 to 0/250

Bed cutting in km. 0/0 to 0/040, edge wall in km. 0/105 to 0/140, breast wall in km. 0/094 to 0/130 and parapets in km. 0/0 to 0/400

SH- Improvement of grade at RD 0/0 to 0/135) MMGSY

Providing and laying metalling and Tarring at RD 1/205 to 1/955

(SH- Providing and laying 30mm thick bituminous concrete between Km. 0/0 to 3/0 ) for the year 2021-22) State

SH C o R wall in stone masonry in CM1 6 at RD. 1. 960 to1.990)

C/o, B/Wall at R.D. 0/795 to 0/820

Formation Cutting at Rd 0/000 to 0/300 and C/O Wire crate R/Wall in dumping site at Rd 0/030 to 0/054

SH C/O approach slab in km. 0/070, both side R/ wall and Wearing coat ) under MNP

P/L Side slop C.C,Pavement at RD 1/200 to 1/950). (OTMNP)

P/L P.C.C. 1.5.10, P.C.C. 1.3.6 and 60mm thick interlocking paver blocks in km. 0/00 to 0/200.) DMFT

SH- Formation cutting in Km0/0 to 1/00 and wire crate for dumping sites

SH M/T in K.M. 0/0 to 3/00

P/L WMM, Bituminous concrete 30mm thick V-shape Drain in km 0/00 to 0/230 )

Construction of Brest wall and retaining wall at various RDs Breast wall RD 0.800 to 0.860, 2.030 to 2.049 1/840 to 1/855 and 2/102 to 2/125 and Retaining wall RDs 2/100 to 2/120 and 1/600 to 1/625 Under SCSP

Formation Cutting 5/7 mtr wide road in Km 0/600 to 1/000

R/wall behind house of Sh. Hajaru Ram in km. 3/945 to 3/972.75. G.P. Sewra Chandi. DMFT

(SH- F/C 5/7mtr wide road cross drainage, protection work, metalling and tarring, side drain, parapet km 0/0 to 9/950)

Providing and laying built up spray grout layer for pot holes, 30mm thick bituminous concrete in km 0/00 to 1/00

(SH- ROFD at Various Rds R/wall at RD 0/0 to 0/010, 0/135 to 0/150, 0/200 to 0/210, 0/405 to 0/420,0/560 to 0/570,0/710 to 0/725, 0/920 to 0/935 and B/wall at RD 0/433 to 0/445 and wing wall of hume pipe culvert both side at RD 0/493 and 0/915 and

Construction of 900 mm dia hume pipe culvert at various R.D. 0/265 and 0/750 along with wing walls

Formation cutting Metalling and tarring.

Formation cutting 2.75/5.00 metre wide jeepable standard road km 1/00 to 3/780 and construction of wire crate for dumping site

Construction of 900mm dia Hume pipe culvert at RD. 3/625

C/o Cement Concrete Pavement at RD 0/500 to 0/540, 0/710 to 0/835 and 0/960 to 1/155

P/L C.C Pavement and Protection wall in various RDs)

C o 5 7 mtr wide formation cutting at RD. 0.360 to 0.690

SH- Providing and Laying Tack coat, 25 mm thick Mix Seal surfacing including profile correction and applying 2.5 mm thick hot Thermoplastic road marking strips (Retro-Reflective) between Km 2/700 to 4/00 ,4/00 to 5/00 and 5/00 to 5/500)(year 2024-25

P/L cement concrete pavement at rd 0/080 to 0/310, V-shape drain at Rd 0/310 to 0/630, Edge wall at Rd 0/125 to 0/140 and M/T in km 0/310 to 0/630) (Under SCSP Head

F C. 5 7 mtr wide road km 0. 0 to 0.515)

SH Const of Retaining wall at Rd 0/165 to 0/222.50)

P/L GSB,WBM G-II in Km 0/0 to 1/800

P/L Soling and M/T in km. 0/0 to 1/0) Under OTMNP Head

C/o Embankment, GSB and Wearing at RD 1/570 to 2/0). MMGSY.