Culvert Tenders in Himachal Pradesh

C/O road from bayala Balahoo in km 0/0 to 4/500 SH C/O 900mm dia RCC hume pipe culvert both side wing wall at RD 0/090 0/300 0/450 0/555 0/690 1/030 and 1/195 under SCCP

C O Ambulance road Kandol to Salga Nalag Mali Oassi and Gunai G P Patta Nali SH C/O 900mm dia RCC hume pipe culvert both side wiong wall at RDs 0/100 0/465 0/510 0/900 and 0/960 under MMGSY

C/o R/wall at various Rds. in between km. 0/0 to 0/735, P/L 900mm dia RCC hume pipe culvert at RD. 0/150,0/420, 0/600 P/L GSB, WMM Tarring in km. 0/0 to 0/750) ( D.C. Deposit)

Formation cutting at RD 0/00 to 1/150, C/o Hume Pipe Culvert at RD 0/490, C/o R/wall at RD 0/098 to 0/110 and C/o Wire crates R/wall at RD 0/495 to 0/510) Under DMFT

(SH- Construction of PCC retaining walls ,Breast walls /wire crate walls and RCC Hume pipe culvert 900mmdia (NP-3)at Km 7/700 to 7/720,9/200 to 9/215 and 8/600 to 8/625 and 4/180 ,4/400,5/200 and 8/020)

ROFD 5/7 mtrs. Wide road at Km. 0/0 to 0/540,C/O R/wall at various Rds. , P/L 900mm dia RCC hume pipe culvert 0/100,0/250,0/360 and P/L M/T in km. 0/0 to 0/540)

SH C O 900 mm dia RCC Hume pipe culvert at Rd 1 300 and 1 580 P L WBM Grade I K M 1 0 to 2 0 and C O un lined surface Drain K M 1 0 to 2 0 UNDER SCSP

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

SH P.L WBM G.III in patches, 50mm, thick bituminous macadam and 30mm thick bituminous concrete surfacing in Km. 6.000 to 16.000, C.O V.shape drain PCC drain in essential reaches between Km. 6.000 to 16.000 and C.O 900mm dia Hume pipe culvert at RD 5.

SH C O 600 mm dia RCC Hume pipe culvert at Rd 0 615 0 860 and 1 010 and P L WBM Grade I K M 1 600 to 2 100 and WBM Grade II k m 1 100 to 2 100 Under MNP

C/O 6. Mtr span RCC slab culvert at RD 8/150. (SW C/O Chobin Side approaches at Km 8/115 to 8/144.50

C/o of wire crate in retaing wall 0/300 to 0/315 and Extension of existing 2.00 mtr slab culvert at km 1/050

C/o wing wall of slab culvert at RD 11/400, R/wall at RD 12/900 and R/wall at RD 14/800) PDNA

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/L Metalling tarring, C/o PCC U-shaped drain and 3.00 Mtr. Span RCC Box culvert at Rd 52/585 to 52/560).

C/O earthen embankment 3400 Rmt, C/O Bank protection 2600 Rmt, C/O Gabion wall 4840 Rmt. and RCC box culverts etc. on both bank of Sakrain khad and Dol Nallah) under FMBAP

SH- Construction of slab culvert at RD 1-035,1/315, 900 mm dia HP culvert with wing wall at Rd 0-220, 0-470,0/65 and R-wall at RD 0/-to 0/-5

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R/R damages on SAKB road in Km 37/00 to 70/00 (SH C/o Hume Pipe Culvert at RDs 43/040, 43/300, 43/750, and 63/150, C/o R/wall at RDs 64/400 to 64/410, and C/o wing wall of existing damages culvert at RDs 64/500) UNDER PDNA

C/O 2.00 mtr span RCC Slab Culvert at RD 0/900 and providing and laying GIWire crate work at RD 0/006 to 0/176)

C/O approach 2 mtr span RCC slab culvert at RD 28/735 and B/wall in wire crate at RD 28/730 to 28/743).

Extension of existing cross drainage 1.20 Meter span RCC slab culvert at RD. 68/550 and U-shape drain at RD. 68/550 to 68/595).

Formation Cutting in km 0/00 to 0/660 and construction of slab culvert at RD 0/030 along with both side wing wall) under MNP

Providing and laying Grading-I and Grading-II at R.D.4/0 to 4/500 and construction of 3.00mtr. span slab culvert at R.D. 1/270

C/o RCC Slab Culvert 2.00 mtr span at RD 3/800 and U-Shape Drain with Edge wall at RD 3/805 to 4/005

SH Construction of 5/7 metre wide road formation cutting including removal of deficiencies CD work Retaining wall and 4.00 metre RCC Hume pipe slab culvert

SH - Construction of 3.00 mtrs. Span R.C.C. Slab Culvert at RD 0/900 and Providing and Laying GSB,G-II and Cement Concrete Pavement work etc.

Formation cutting jeepable to motorable standard by widening of narrow reaches and curves in Km 0/0 to 0/405, Construction of R.C.C. Hume pipe culvert at R.D. 0/180 and 0/330, providing and laying soling, wearing and tarring in Km 0/0 to 0/510

C/O R/wall at various RDs, P/L 900mm dia RCC Hume pipe Culvert at RD 1/340, P/L GSB, WMM M/T in Km 0/300 to 1/800, V-shape Drain in km 1/250 to 1/800) (under PDNA Head) (Job-1

SH C/O RCC 900mm dia Hume pipe culvert at Km. 0/158 with wing walls M/T in Km. 0/0 to 0/360 and P/L 80mm thick interlocking concrete block and U-Shape drain at RD. 0/090 to 0/150 under SCSP Head

C/o V-sghape Drain at RD 0/520 to 0/640, Hume Pipe Culvert at RD 0/585, 0/720 and R/wall at RD 0/695 to 0/720 and Providing and laying Soling and CC Pavement work in Km 0/520 to 0/720).

Construction of Retaining wall at Km 7/220 to 7/234, 7/450 to 7/515, U-Shape drain at Km 7/170 to 7/300, 7/410 to 7/600,Toe wall af Hume Pipe Culvert at RD 7/302, 7/408 and 7/602)

Hume pipe culvert at RD 0/180, 0/385, 0/615 0/765, Formation cutting at RD 0/0 to 1/0 C/o Retaining wall at RD 0/090 to 0/105, 0/580 to 0/601 0/810 to 0/820). (under OTMNP Head

Construction of formation cutting at R.D.0/0 to 0/720, 900mm dia Hume pipe culvert at R.D. 0/553 and 0/673, interlocking paver block at R.D. 0/0 to 0/060, Retaining wall at R.D. 0/0 to 0/040) Under SCSP (Really New Scheme)

P/L 900mm dia RCC hume pipe culvert at Rd. 0/645, 0/750, 0/870, Wire crate R/wall/ B/walls at various Rds. P/L GSB in km. 0/440 to 1/300 V-shape drain in between km. 0/0 to 1/300 etc.

F/C in between km, 0/250 to 0/750, C/O R/wall at Rd. 0/200 to 0/225, P/L 900mm dia RCC hume pipe culvert at Rd. 0/460 and C/O C.C. pavement in between 0/250 to 0/750) Under SCSP

Construction of Link Road from NH-503 to Ghartheru via Baba Tilla up to Bagli km 00 to 5.500portion km 1.300 to 3.500SUB HEAD Formation Cutting C.o Retaining Wall 900 mm Dia Hume pipe culvert CC pavement PCC Drain P.L GSB and Metalling and Tarring fr

ROFD , C/O R/wall at Rd 0/245 to 0/275 0/340 to 0/360, P/L 900mm dia RCC Hume pipe culvert at Rd 0/240, 0/350 0/425, P/L GSB, WMM Tarring in Km 0/240 to 0/600) (under MMGSY)

FORMATION CUTTING IN KM. 0/00 TO 1/00, C/O R/WALL / B/WALL AT VARIOUS RDS IN BETWEEN KM. 0/00 TO 0/700 AND P/L 900MM DIA R.C.C. HUME PIPE CULVERT AT RD. 0/010, 0/525, 0/660) (UNDER O.T.M.N.P. HEAD).

C/O R/wall at various RDs, P/L 900mm dia RCC Hume pipe Culvert at RD 0/430, P/L GSB, WMM M/T in Km 0/150 to 0/700 V-shape Drain in km 0/200 to 0/500) (under PDNA Head) (Job-2)

Formation cutting, C/o Edge wall with drain at RD 0/0 to 0/100, R/wall at RD 0/015 to 0/045, 0/045 to 0/065 and 0/075 to 0/100 and C/o 900mm dia hume pipe culvert at RD 0/065

SH- C/O 900mm dia Hume pipe culvert at RD. 0/210, C/O Wire crate Retaining wall at RD. 0/005 to 0/045 and 0/100 to 0/140 and P/L Soling and wearing in km. 0/00 to 0/625) Under MMSY

Construction of 1.00 Meter span RCC box culvert at RD. 67/350, 67/840 and CC pavement at RD. 67/850 to 67/853.75).

SH-Construction of 3.00 metre span each Rcc slab culverts at Rd 1/885 and 1/910

Job 2 Restoration of rain damages on link road to Khatrian Mohalla village Saloh Sub Head Remodelling of solid causeway at RD.0-100 DC Deposit