Road Construction Tenders in Himachal Pradesh

P/L WMM Tarring in km. 0/0 to 0/750 Under OTMNP Head

P/L Cement concrete pavement in km 0/0 to 0/800

Hume pipe culvert 900mm dia and P/L stone soling and C.C at R.D 0/300 to 0/800

Construction of RCC 900mm dia hume pipe culvert with both side wing wall at RD 0/250. Under MMSY

Formation cutting at RD 0/0 to 1/300 and providing wire crate for dumping site

5/7 mtr wide formation cutting in km 3/330 to 4/540) under SCSP(Plan)

SH 5/7 mtr wide formation cutting at RD 0/00 to 0/300

SH Removal of Slips at Various RDs between Km. 0/00 to 0/765 and C/o R/wall at RD 0/160 to 0/175 and 0/645 to 0/650)

C/O 900 mm Dia H/pipe culvert at RD 3/420 and U-shape drain at RD 3/200 to 3/350 and 3/420 to 3/560

(Sub Head - Construction of Breast wall at km 0/915 to 0/925 and Construction of Retaining wall at km 0/950 to 0/956 and 2/150 to 2/162 Under Deposit) (SID (NDRF/2019/532)

(SH- Providing Kharanja Stone Soling at RD 0/0 to 0/450)

Providing renewal 25mm thick Bitumenious concrete in km. 0/0 to 0/210

(SH- P/L 25 MM thick B.C using plastic and laying with Paver Finisher and Road Marking strips of hot applied Thermoplastic compound (Painting line) between Km 2/00 to 3/00)

FC 5/7 mtr wide road from Km 0/285 to 0/900 and hume pipe culvert at RD 0/225 to 0/450 with wing wall under SCSP

SH-Providing and Laying WBM Grading -I,II, III ,Metalling and Tarring and V-Shape drain in between Km 0/00 to 0/565

C/o R/Wall at RD 2/905 to 2/920

C/o R/wall in km. 0/015 to 0/027, B/wall in km. 1/405 to 1/425 U shape drain in km. 1/250 to 1/280 , 1/43 0 to 1/470 and removal of slips

Providing and laying G-I G-II and M/T in km. 0/00 to 0/740

SH Metalling Tarring works etcetera in km 0 0 to 0 600

P/L and metalling/ tarring in kms 0/250 to 0/450 and 0/550 to 0/850 and cement concrete pavement at RD 0/450 to 0/550.

SH ROFD in km 0/270 to 0/420

C/o GSB WMM Tarring in km. 0/0 to 0/800 V-shape drain at Rd. 0/0 to 0/800

P/L 600 MM DIA RCC HUME PIPE CULVERT AT RD. 0/320, 0/390) (UNDER SCSP HEAD).

Construction of PCC Retaining wall, Breast wall and crate work for protection work

P/L WBM G-1 ,G-ll and M/T 0/00 to 0/500, C/O 900 mm dia hume Pipe Culvert at RD 0/330, C/O Retaining Wall at RD 0/450 to 0/460, C/O Essential Parapets at various RDs and C/O Road Side Drain 0/00 to 0/500 )

SH Jeepable to 5/7mtrs wide road CD soling and pavement tarring in Km0/0 to 1/0 SW removal of formation deficiencies and C/o retaining wall breast wall at various RDs in Km.0/0 to 0/850

SH P/L GI and G2 in Between KM. RDs. 0/0 to 0/300

Construction of RWall

Construction of retaining wall and earth filling at RD. 0/0 to 0/014 under deposit SID. SDF/2024/472).

Metalling and Tarring in Km 0/0 to 1/600) Under SCSP)

SH Removal o f Slips from various Rds between km. 0/00 to 0/750

SH F/C 5/7 mtr wider road at RD 0/225 to 0/285 Under Deposit

SH C/O 900mm dia hume pipe culvert at RD 0/570 with wing wall U-shape drain at RD 0/625 to 0/730 Edge wall at RD 1/580 to 1/680 and metalling / tarring in Km 0/625 to 1/150

C/o 4.00 metre span RCC slab culvert at RD 3/345 including approaches

P/L GSB and CCP at RD 2/0 to 2/200 OTMNP

C/O R/Wall at Rd 0/300 to 0/335

Formation cutting in km. 0/075 to 0/855). Under MMGSY

C/O PCC R/Wall at Rd 1/100 to 1/130

Construction of retaining wall at Km. 0/265 to 0/280 and Km. 0/425 to 0/440)

SH ROFD Retaining wall and Cross Drainage in km 0/540 to 1/0

SH- Construction of B/wall in Wire Crate at Rd 0/180 to 0215 , 0/240 to 0/229

C/o 5/7 mtr wide formation cutting at RD 0/315 to 0/570) Under MMGSY

SH F/C 5/7 mtr wide road in Km 0/00 to 0/113

Providing and Laying Prime coat ,tack, along with 25mm thick bituminous concrete in Km 0/0000 to 0/585).(Under SCA Head). (Balance Work)

SH Removal of Slips at Various Rds between Km 0/00 to 1/200

SH P L G I G II and M T In K M 0 0 to 0 600 Under MMGSY

SH ROFD SDoling and 900 mm dia HPC in K M 0 0 to 0 600

P/L 30mm thick bituminous concrete in km 0/0 to 1/0 I/c paver block, G-III in pot holes and C/O drain at RD 0/095 to 0/125 and RD 0/785 to 0/815.

C/o Breast wall at RD 1/920 to 1/953) Under SCSP

SH 900 mm RCC HPC and GSB in K M 0 0 to 0 500