Retaining Wall Tenders in Himachal Pradesh

SH C O Rall at Rd. 0.610 to 0.615 , unlined surface drain at Rd. 0.0 to 1.200 ,Protection wall at RD 0.745 to 0. 770 , .0.710 , 0.930 to 0.995 , 10 to 1.010, 1.020 to 1.125 and R Wall at Rd. 0.985 to 1.0 , 0.855 to 0.865

SH P F MS Tank 270 Ltrs Providing Laying Jointing Testing of HDPE pipe of various dia C o storage tank 10000 Ltrs capacity C o barbed wire fencing around the tank C o protection wall with wire crate and C o 2 Nos stand post

Restoration of damaged river side protection wall of 2x11.25MW Ganvi-I d/s of left abutment of bailley bridge RD 25.00 to 50.00m by c/o cement concrete wall which was damaged due to heavy flood in Ganvi khad on dated 13.08.2025. under Ganvi Power H

C/o Gabion walls (Crate walls) from RD 40390/0 to 40390/6000 on both sides of Ambwali Khad (Part-A) and C/o earthen embankment including crated apron, stone pitching etc., from RD 26275/4250/250 to 26275/4250/3350 on both side of Bhaira (Panjoda) Kha

Providing and laying WBM grade-III, priming coat SS-I km 0-0 to 1-0 construction of earthen shoulder km 0-0 to 1-100 construction of PCC drain km 0-0 to 0-945, construction of edge wall at RD-0-210 to 0-250, Retaining wall at RD-0-250 to 0-265

SPL REP TO BLDG NO T 20 T 17 OF 5136 ASC (COMP) BLDG NO T 236 T 237 AT AND PROVN OF RETAINING WALL FOR 136 (I) INF BDE SIG COY AT POOH, PROVN OF 18X FLOOD LIGHT FOR 5136 COY ASC (COMP) AND PROVN OF 02X1.5 T SPLIT AC FOR OT FD HOSP POOH UNDER GE 863

SH C o Patru cutting from RD 0 to 60, Laying, jointing testing of HDPE pipe from RD 30 to 2130, outlet chamber 17 Nos, crate work at head wier from RD 0 to 15, edge wall at RD 15 to 85 60 mtr., Retaining wall at RD 15 to 25, RD 44 to 54, RD 110 to 1

C/o 900mm dia Hume Pipe Culvert at RD 0/850, 0/910, 1/240 1/550, FC at RD 0/440 to 0/450 0/900 to 0/950, C/o Retaining wall at RD 0/950 to 0/980 C/o V-Shape drain at RD 1/050 to 1/270). (under OTMNP Head)

Construction of Hume pipe culvert at RD. 0/020, Embankment at RD. 0/066 to 0/081, U-Shape Drain at RD. 0/0 to 0/060 and Retaining wall approach slab LHS at RD. 0/066 to 0/071, RHS at RD. 0/066 to 0/071 and Wire Crate at RD. 0/071 to 0/081)

SH C/O 900mm hume pipe culvert at RD 0/750 600mm dia at RD 0/545 Retaining wall at RD 0/780 to 0/810 construction of V-shape drain at RD 0/490 to 0/520 and 0/525 to 0/860 interlocking paver block 80mm thick at RD 0/543 to 0/550, 0/

SH-Construction of Retaining wall at RD 2/755 to 2/772 2/872 to 2/902 Providing and laying Cement Concrete Pavement at RD 2/755 to 2/772 2/872 to 2/882 2/950 to 2/954.50 Drain at RD 2/872 to 2/972 and construction of R.C.C. hume pipe culvert 900mm d

Providing and laying Cement Concrete Pavement at RD 0/740 to 0/840, 1/150 to 1/270, V-Shape Drain at Km 0/600 to 0/800, 1/150 to 1/300, Retaining wall at Km 0/820 to 0/835, 1/260 to 1/280 and RCC Hume pipe culvert at Km 1/980)

SH- Construction of 5/7 mtrs. Wide road formation cutting at RD 0/0 to 0/450, C/O Hume pipe culvert 900mm dia at RD 0/250 and 0/360 and C/O retaining wall at RD 0/0 to 0/020, 0/100 to 0/120 and 0/260 to 0/280) Under OTMNP Head

SH C/o PCC Edge wall at RD 0/0 to 0/650 C/o PCC Retaining wall at RD 0/085 to 0/105 Interlocking paver pavement km 0/175 to 0/240 C/o V Shape drain from RD 0/085 to 0/240 and Metalling/Tarring in km 0/0 to 0/175

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 )

Carrying out Geological Exploration by extension of existing drift, 81m long-from RD 61m to 122m plus 10m x-cuts U/s and D/s both side and C/o Wire Crate Retaining Wall for dumping of muck near MAT of Power House of Chanju-III HEP-48MW, HPPCL, P.O Chanju, Teh. Churah, Distt. Chamba H.P.

Carrying out Geological Exploration by extension of existing drift, 87 m long - from RD 40 m to 107 m plus 10 m x-cuts U/s and D/s and C/o Wire Crate Retaining Wall for dumping of muck near MAT of Power House of Deothal-Chanju HEP-30 MW,HPPCL, P.O Dehra, Teh. Churah, Distt. Chamba H.P.

C/o ROFD, PCC 1 3 6 protection wall R/wall , B/wall from RD. 2/695 to 2/738 and P/L WBM Grade-1 , U- shape Drain from Rd. 2/660 to 2/810 and wire Crated wall at km 2/695 to 2/738)Under PDNA

attendant quarter, RCC sump well/delivery tank, Storage tank 175000 ltrs. Cap.C/O outlets/B.P. tanks 15 Nos. laying and jointing of feeder line, Prov. and laying of Rising Main 150mm dia and Supply and errection of pumping machinery with allied acce

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Construction of PCC Retaining / Protection wall at km 59/800 to 59/820, 63/150 to 63/160, 63/480 to 63/510, 65/540 to 65/570 and providing and laying interlocking paver block at km 62/255 to 62/340, 65/535 to 65/585, under PDNA 2023)

ROFD Removal of formation deficiencies C/o wire crates Gabion walls C/o R/walls and B/walls P/L M/T C/o cement concrete pavement C/o Parapets Providing and erecting crash barrier system C/o V-shape and U-shape drains X-drainage works i/c 5 years rout

C/o Crate/Gabion wall including wire crate apron etc. from RD 8200/ 12000 to RD 13150 and RD 8200/13440 to RD 13650 Left Bank and RD 8200/12000 to RD 8200/12650, RD 8200/13200 to RD 13300 and RD 8200/13550 to RD 13950 on Right Bank of Khad.

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Capacity, pump house cum attendant qtr. Outlets/B.P. Tank 7 Nos. G.I. pipe for feeder line, HDPE pipe for distribution system, Barbed wire fencing, laying and jointing of rising main, C/O Anchor Block, providing and errection of pumping machinery wit

SH Construction of 5/7 mtr. wide road formation cutting in km 1/050 to 1/375 Demolition of C C pavement at RD 0/895 to 0/900 and 0/900 to 1/030 C/O retaining wall at RD 1/270 to 1/435 with crash barrier C/O v-shape drain at RD 0/860 to 1/030

Construction of Retaining wall at R.D. 23/470 to 23/480, 23/880 to 23/891, Edge wall at R.D. 0/025 to 0/040, 0/115 to 0/130, 22/410 to 22/420, 22/942 to 22/962, 23/050 to 23/068, 23/610 to 23/638, 24/185 to 24/200), 900mm and 450mm dia RCC Hume Pipe

C/O Retaining wall at RD. 0/870 to 0/895 and 4/270 to 4/287, C/O Brest wall at RD 1/880 to 1/896, C/O Side drain with edge wall at various RDs and P/L CC Work in km. 3/650 to 3/790 and interlocking concrete blocks in km. 4/210 to 4/290

C/o F/C at R.D.0/630 to 0/690, 900mm dia Hume pipe culvert at R.D. 0/510 and 0/615, C/o Edge wall at R.D. 0/180 to 0/350 and Retaining wall at R.D. 0/525 to 0/600, P/L Grading-I, Grading-II and CC pavement at R.D. 0/180 to 0/560) (Really New Scheme)

CO PCC protection Wall Left Bank at RD 60 to 120, RD 120 to 180, Right Bank at RD 60 to 120, RD 180 to 210, CO Wire crate Apron Left Bank at RD 60 to 120, RD 120 to 180, Right Bank at RD 60 to 120, RD 180 to 210

capacity, 26000 ltrs capacity, 30000 ltrs capacity and 60000 ltrs capacity

Sub Head C/O Percolation well along with control panel room, C/O Pump Houses at Kohla, C/O Clear water tank C/O RCC U/G clear water tank C/O RCC OHSR C/O Anchor Block for Rising main/Gravity mains C/O RCC flood protection wall C/O Boundary wall a

(SH- Balance work of C/O RCC R/ wall from Km 0/000 to 009.70 and C/O RCC protection wall from Km 0/327 to 0/353, Protection below the damaged abutment and P/L BC tarring work on damaged portion from 0/000 to 0/100 On Approach road of Bhootnath Brid

F/C C/O wire crates/gabion walls, R/walls B/wall P/L M/T CC pavement C/o road side parapets Providing and erecting W metal beam crash barriers C/O v-shape and u-shape drain X-drainage work and C/o 15.25mtr. span RCC T-Beam bridge i/c five year maint

C/O GSB, G-II and Premix carpet with seal coat at RD 2/0 to 2/900 C/O Retaining wall and B/Wall on various RD C/O HP culvert at RD 2/665 C/O U-shape drain at RD 2/120 to 2/525 and FC for bed correction at RD 2/600 to 2/670 2/705 to 2/810

P-L and L Metalling and Tarring various reaches and construction of Retaining wall at RD 0-150 to 0-160 1-500 to 1-515 1-540 to 1-560 and C-O B-wall at RD 0-600 to 0-620 0-780 to 0-800 0-950 to 0-970 1-500 to 1-520 and wire crat R-wall 0-70

A/R and M/O to IIAS at R.P. Niwas Shimla during 2025-26. (SH: Provision of retaiing wall to prevent sliding of earth/slope in IIAS campus near Summer Hill Chowk.) Subwork/Packages: A/R and M/O to IIAS at R.P. Niwas Shimla during 2025-26. (SH: ... of retaining wall to ...