Road Construction Tenders in Himachal Pradesh

SH C/O R/wall at RD. 0/505 to 0/525 and PCC R/Wall at RD 0/645 to 0/660)

SH C/O Ext. 6.00 meter span in km. 690 and C/O R/Wall in km. 0/570 to 0/690) under MNP

Reconstruction of B/Wall and wire crate

Providing and Laying G-I, G-II, G-III AND Tarring in Km. 0/0 to 1/500).

C/O Wire Crate R/Walls and PCC B/Walls at various Rds

SH F/C 5/7 mtr wide road at RD 0/570 to 0/900

SH-Providing and Laying Soling Grade-III, Tarring and C/o V-Shape drain in Km. 0/00 to 0/700)

Construction of Edge Wall (Both Side) in between 0/465 to 0/675 , 600 mm dia RCC Hume Pipe Culvert at various RDs

C/o R/Wall at R.D. 0/135 to 0/151

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

Providing R/walls and B/walls at Rd 2/080 to 2/097, 4/125 to 4/140 and 4/330 to 4/345) (UNDER PDNA-2023)

Construction of 600 mm dia hume pipe culvert trenches and catch pit

C/o PCC drain at various RDs and patch work at Various RDs alongwith maintenance of road side drain and laying interlocking paver block 80mm thick) Under PDNA

P/L G-III and Metalling and Tarring at Rd 0/700 to 1/100)

SH C/O Retaining wall at RD 4/045 to 4/065

SH F/C 5/7 mtr. Wide road at RD 0/360 to 0/510

C/o formation cutting 0/0 to 2/0, CC pavement at R.D.0/500 to 0/700 and 1/500 to 1/700, providing and laying Grading-I soling, Grading-II wearing and M/T in km.0/0 to 0/500 and 0/700 to 1/500 and construction of V-shape drain at R.D.0/500 to 0/750).

c/o R/Wall and Edge wall at various reaches c/o cause way by P/L 80mm thick interlocking paver block at various reaches

C/O RCC Slab culvert Span 6.00 mtr. At Rd 0/465

P/L GSB ,WMM and P/L premix carpet with seal coat at RD.0/500 to 1/500

SH P.L WBM G.III in patches and 30mm thick bituminous concrete surfacing in km 0.000 to 2.000

C/o, R/Wall in PCC at R.D. 2/040 to 2/050

Providing and laying 25mm thick , B.C., V-shpe drain, cat eyes studs and road marking in Km. 0/0 to 10/620) Package HP3115-B

SH C/o B/wall at RD.0/225 to 0/315, C/o R/wall at RD. 0/651 to 0/660 and B/wall at RD. 0/540 to 0/560

SH C/O Retaining wall at RD 0/410 to 0/427

Construction of Retaining wall at RD-2-300 to 2-325 and 2-365 to 2-376

P/L Built up spray grout layer for pot holes for pot holes 30 mm thick bituminous concrete in km 0/0 to 1/0

P/L Soling, wearing and tarring in Km 0/00 to 1/00

P/L GSB, WMM and M/T in Km 9/413 to 10/120

C/o 6.00mtr span culvert at RD 0/878) Deposit work

Formation Cutting 5/7 mtr wide road in Km 0/000 to 0/510 C/O Hume Pipe Culvert at Rd 0/475 and P/L Kharanja Stone Soling in Km 0/000 to 0/510

C/O PCC R/Wall at Rd 2/110 to 2/140

C/O PCC R/Wall and B/Walls at various Rds

P/L GSB, Tarring in km 1/362 to 1/600

P/L GSB/G-II and 20mm thick premix carpet with seal coat at RD 0/600 to 0/710, 0/770 to 1/0 and cement concrete pavement at RD 0/710 to 0/770.

SH C/o B/wall at RD 0/165 to 0/182.10,0/935 to 0949.50,0/825 to 0/839.25, 0/950 to 0/960 and R/wall at RD 0/155 to 0/162.60,0/495 to 0/12.50 and P/L Gll at Various RDs 0/00 to 0/960

SH 5/7 mtr wide formation cutting at RD 0/00 to 0/615

C/O 2.00 mtr. Span RCC slab culvert at RD 0/315, Formation cutting at RD 1/0 to 1/500 and P/L CC pavement at RD 0/400 to 0/600) OTMNP

SH Assembly and installation of Girder Type Bridge having carriageway of 3.7 mtr.)

formation cutting including R/Wall, Cross drainage and V-shape drain in km. 1/345 to 1/915 etc.) (Under Nabard).

(SH- P/l Kharnja Stone Soling at RD 0/900 to 1/350)

(SH- Providing and laying Soling, Wearing and Tarring (Premix) in Km. 0/0 to 1/0) (WP)

Formation cutting, Passing Places, R/walls, Cross drainage works, GSB, WBM G-II, WBM G-III, Tarring work, Cement concrete pavement, Road side drain and Parapets including five years routine maintenance in Km 0/0 to 3/00). (Under NABARD RIDF-XXIX).

C/O R/wall at km 0/325 to 0/335, 2/460 to 2/468 and Wire crate at RD 2/620 to 2/640 ) P.D.N.A - 2023

(SH- C/o F/C in Km. 0/630 to 1/045, C/o R/wall at RDs 0/630 t0 0/640, 0/660 to 0/670, 0/675 to 0/690 and 0/720 to 0/735, C/o 900mm dia hume pipe culvert in Km. 0/630 to 1/045, C/o V-shape drain in Km. 0/630 to 1/045, C/o Paraepts in Km. 0/630 to 1/0

CO C.C. Pavement and U-Shape drain at RD. 0.500 to 0.700

(SH- Providing and laying WBM-I 1/500 to 3/0) SCSP

Formation cutting , Passing place , R/walls, Cross Drainage Works, Parapets, Road Side drain,GSB, WBM-II, WBM-III and Metalling Tarring). (Under NABARD RIDF-XXVI).

Construction of Retaining wall at Rd. 1/574.90 to 1/579.90 and parapets )(Balance work

Formation Cutting at RD 0/500 to 1/00 and C/o Slab Culvert 2.00mtr. Span at RD 0/540