Road Construction Tenders in Himachal Pradesh

C/O Retaining wall in PCC at RD 2/090 to 2/104 )Under MMGSY 2019-20

P/L 30mm thick Bitumenous Concrete in Km 1/000 to 2/000 and 3/000 to 4/000)Under State Head

C/o, PCC, B/Wall at R.D. 0/825 to 0/855 and R/Wall at various RDs

SH C/o PCC retaining walla at RD/600 to 3/3/612

P/L GSB ,WMM and M/T in km. 0/000 to 0/500

SH F C 5 7 Mtrs. Wide road)

P/L Interlocking Concrete Block in Km 0/780 to 0/825 and 0/945 to 0/990 and C/o B/Wall at RD 0/405 to 0/415

P/L GSB, WMM from Km 0/00 to 0/550 C/O R/wall at Rd 0/530 to 0/550 ) (under MMGSY)

SH Providing and laying 80mm thick paver block on essential reaches

C/O C.C. Pavement at RD. 0/800 to 1/300

S.H F C 5 7 mtr wide road at R.D. 1.030 to 1.180 and R.Wall at R.D. 1.075 to 1.105

SH C.O PCC R.wall Km. 0.350 to 0.360 and 0.370 to 0.381

P/L SOLID CAUSE WAY ALONG WITH HUME PIPE BOTH SIDE AT RD. 0/080) (DEPOSIT WORK).

C/o R/wall at Rd. 0/060 to 0/069.30)

P/L C.C.Pavement from RD 02/300 to 2/500

SH P L Cement Concrete Pavement in Km 0 160 to 0 300

SHP/L GSB.W.MM and M/T 0/975 to 1/250 and C/O Hume pipe culvert

Formation cutting at RD.2/150 to 3/150

Preparation of forest case constructed in violation of FCA-1980 Complete including

SH Construction of B/wall at Rd 0/120 to 0/135,0/345 to 0/358 and 0/570 to 0/587

Bed cutting in km. 0/105 to 0/270

SH Providing and laying CC pavement at RD 0/090 to 0/210 under MMGSY

P/L precasting paver block.

SH PL PMC at RD 0.00 to 0.800

SH C 0 R/Wall at Rd 0.260 to 0.270,0.090 to 0.101, and B.Wall at RD 0.200 to 0.212.4,0.060 to 0.100,50,0.115 to 0.128.30 0.260 to 0.270)

SH C O R Wall in at Rd.2.977 to 2.990 , 2.800 to 2.828 .50, 2.650 to 2.661.40)

C/o Slab Culvert at RD 0/840

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

C/O Span R.C.C. slab type culvert at RD. 0/115 i/c wing walls

C/o Approaches of Bridge over Moul Khad at RD 2/380 (Dhatti Bridge) and C/o 1.00 mtr span RCC slab culvert.

Improvement of curves portion RD 0.060 to 0.120 and 0.210 to 0.270, RD 0.665 to 0.750

Formation cutting in km. 0/0 to 0/40 P/L G.S. B in km.0/0 to 0/400 and 4.00 mtrs. Span culvert at Rd. 0/210 and R/wall at Rd. 0/030 to 0/070 0/110 to 0/150

(SH - Providing and laying 25 MM thick Bitumen concrete laying paver finisher between Km 3/00 to 4/00)

Providing and Laying Interlocking Pave Block in Km. 0.150 to 0.400

C.C Pavement and Protection wall in various RDs

C/O Breast wall in PCC at RD 1/340 to 1/376 )under MMGSY 2019-20

Construction of edge wall and cause way

SH PL Cement Concrete Pavement in Km 0 200 to 0 480 OTMNP

P/L Cement concrete pavement at RD, 0/393 to 0/675 ( Under MMGSY)

Formation cutting, Hume pipe culvert and soling.

SH F C 5 7 mtr wide road at Rd. 0.0 to 0.795

P/L GSB, WMM, Tarring in Km. 0/00 to 0/229 and 0/519 to 1/200) (Under NABARD RIDF- XXV).

SH C/O R/Wall at RD 0/934 to 0/956 and 1/010 to 1/021.50

SH PL interlocking paver block at RD 0 120 to 0 220 0 300 to 0 400 edge wall and VShape drain km 0 00 to 3 700 PDNA

Construction of R.wall, wire crates, Hume pipe culvert, P.L GSB WMM M.T ,P.L Cement concrete pavement and V-shape drain in Km. 0.00 to 1.200)

Providing and Laying 30 mm Bituminous Concrete including profile correction in k.m. 0/00 to 2/740

SH R Wall at Rd. 0. 160 to 0.210

C/o, PCC and Crate R/Wall at R.D. 1/045 to 1/064

SH C o RWall in PCC 1 4 8 at Rd. 0.0 to 0.040 and laying of WBM G.I wearing coat at Rd. 0.0 to 0.700 etc.)

SH Improvement of Nerrow reaches at Rd 0.015 to 0.600