Road Construction Tenders in Himachal Pradesh

C/o R/wall at RD 4/145 to 4/170, 4/540 to 4/555, 4/905 to 4/935 and 7/295 to 7/305 and P/L interlocking paver block at RD 5/300 to 5/350,5/980 to 6/040 and 7/230 to 7/300)Under PDNA

Formation cutting from Km.0/060 to 0/480

P/L cement concrete pavement at RD 0/090 to 0/140 and 0/420 to 0/485

C/O R/ Wall and Crate work at RD. 0/510 to 0/525

SH Formation Cutting C/O R/Wall Hume Pipe Culvert Cement Concrete Pavement and U-Shape Drain in Km. 0/0 to 1/0

C/o breast wall at RD 0/560 to 0/570, 0/630 to 0/645 and C/o retaining wall 0/670 to 0/680

Formation cutting, C/o R/wall, B/wall ,CD work, U and V-Shape Drain,Parapets and P/L GSB, WMM and Premix carpet with seal coat in Km. 2/500 to 3/855 ) UNDER NABARD RIDF- XXVI.

Providing and Laying Cement Concrete pavement and road side drain in between RD. 2/225 to 2/500

Balance work for 8.00 mtr span culvert approaches at RD 0/212 to 0/230 and 0/238 to 0/249

SH Providing wearing coat GSB G II G III and Tarring works in km 0/00 to 0/700

SH C/o PCC Retaining wall at RD 0/0 to 0/015 0/045 to 0/060 0/075 to 0/100 and interlocking pavement at RD 0/030 to 0/045 and C/o Cross Drainage at RD 0/150 and P/L complete Metalling/Tarring in km 0/0 to 0/250

C/O formation cutting, C.D., V-shape drain, Parapets, Retaining wall and Metalling and Tarring in km. 0/0 to 2/600

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

Providing and Laying Tack coat, 25 mm thick Bituminous Concrete including profile correction and applying 2.5 mm thick Hot Thermoplastic road marking strips (Retro-Reflective) between Km 0/00 to 1/200) (Year 2025-26 Additional KMs)

C/O V shape drain and essential parapets at Rd 0/00 to 0/860

ROFD work in km. 0/225 to 0/525, Protection work various Rds and Katcha Side drain in km. 0/00 to 1/00).

Construction of crated Retaining wall at R.D. 1/780 to 1/800

SH C/O B/Wall at RD 3/990 to 4/020 and 4/070 to 4/115

Repair of causeway in Km. 0/00 and 0/500).

C/O R/Wall at RD. 0/750 to 0/766 and P/L CC work at RD. 0/150 to 0/168.50

C/O PCC R/Wall at Rd 2/630 to 2/645 2/682 to 2/697 3/150 to 3/160

5/7 metre formation cutting at Rd 2/015 to 2/150, Construction of 900 mm dia Hume pipe culvert at Rd 2/068)

Formation cutting, breast wall, edge wall, V-shape drain with edge wall at various reaches.

P/L 30mm thick bituminous concrete in kms 0/0 to 1/100 including paver blocks

C/O R/Wall, B/Wall, Creat wall on various reaches and P/L GSB in slushy portion

C/o 900 mm dia Hume pipe culvert at Rd.0/110 and 0/380 alongwith wing wall

Construction of Sub Structure of 91.674 Metre span 3 x 30 plus 2 x 0.837 prestressed concrete Box Girder bridge over Buhal khad at RD. 0/480

SH Construction of ROFD CD Work and GSB in km 0/0 to 1/800

25mm thick Bitumen for Repair of Pot hole in km 0/0 to 2/00

Providing and Laying 900mm dia RCC hume pipe culvert at RD 0/280 and 0/360

SH C/o Jeepable 5/7mtrs wide road I/c CD essential work soling in Km0/0 to 1/500 SW P/L granular sub base course in Km0/0 to 1/0

ROFD in km 0/060 TO 0/180, C/O R/wall at RD 0/200 to 0/230, 0/300 to 0/330 P/L GSB M/T in km 0/00 to 0/750). (under PDNA Head)

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

SH C/o ROFD CD works and Providing and laying Metalling Tarring in km 1/760 to 2/0

SH formation cutting at RD 0/150 to 1/860 and wire crate in retaining wall at RD 0/220 to 0/240 and 1/660 to 1/670

Formation Cutting in 5/7 mtr. wide road in K.M. 0/510 to 0/555

SH 5/7 mtr wide formation Cutting Between Rd 0/00 to 0/405)

C/O C.C Pavement in km. 0/000 to 0/300

C/O RCC slab culvert span 5.00mtr. At RD. 0/155). (Under SCSP Head).

C/o R/Wall in PCC at R.D. 1/610 to 1/622

F/C 5/7 mtr wide in Km 0/0 to 0/105) Deposit work

P/L 60mm thick paver block at Rd. 0/0 to 0/072

P/L Interlocking paver block RD 0/100 to 0/133.50) ( Deposit Work)

SH- Formation cutting and wire crate for dumping sites

(SH- P/L M/T work at km. 1/500 to 3/000)

C/o 5/7mtr wide formation cutting at RD 0/00 to 0/075) Deposit work

SH Providing wearing coat GSB GIII and Tarring works in km 0/500 to 1/00)

C/O PCC drain at various RDs and patch work at various RDs along with maintenance of road side drain).(Under PDNA).

Providing and laying 30mm thick bitumen concrete, PCC drain, missing km. stone and 2.5mm thick road marking thermoplastic strip in km. 0/0 to 3/0

C/o edge wall at RD 0/700 to 0/710, 0/740 to 0/765, Parapet at RD 0/540 and P/L Interlocking concrete block in Km 0/500 to 0/600