Flood Control Tenders in Himachal Pradesh

Construction of Retaining wall )

Providing and laying Interlocking Paver Block at RD. 0/0 to 0/053)

SH Construction of RCC cantilever retaining wall toe wall and apron river diversion and removal of obstruction RD 43300 to 43570 270 Rmt

Construction of Retaining wall)

Providing and laying Interlocking Paver Block at RD. 0/0 to 0/053)

C/O R/Wall at RD 4/920 to 4/926, Embankment filling at RD 4/155 to 4/180, GSB at RD 4/030 to 4/180) P.D.N.A-2023

SH ROFD in km 0 180 to 0 285 Co 900mm dia RCC Hume pipe culvert at RD 0 120 Co Rwall and Embankment filling at RD 00 to 0060

C/o earthen embankment including wire crated apron, stone pitching etc. from RD 34600/5000 to 5700 on Left side of Garni Khad on Left Bank of Swan River) (Part-B)

C/O Embankment at RD 0/150 to 0/900, Hume Pipe culvert at RD 0/370,0/650 and Crate wall at Rd 0/200 to 0/350)( Industrial Corridor Deposit)

/O raised embankment in approach road with edge from RD 0/030 to 0/200 including 3.00 meter span slab culvert at RD 0/060 and Khad side protection work) Deposit

SH P/L Bitumenous macadam in Km 3/0 to 4/0,Embankment work,R.F.D,C/O retaining walls and Breast walls at various RDs between Km 0/600 to 0/900

SH P/L Bitumenous macadam in Km 4/0 to 5/0,Embankment work,R.F.D,C/O retaining walls and Breast walls at various RDs between Km 0/600 to 0/900

SH C O Wire create embankment C O 1 No intake chamber Providing laying and jointing of G I light heavy and C O 1No storage tank 200000 ltr cap Under JJM

SH P/L Bitumenous macadam in Km 5/0 to 6/0,Embankment work,R.F.D,C/O retaining walls and Breast walls at various RDs between Km 0/900 to 1/210

SH P/L Bitumenous macadam in Km 2/0 to 3/0,Embankment work,R.F.D,C/O retaining walls and Breast walls at various RDs between Km 0/000 to 0/300

(SH- C/O U-shape drain in C.C. 1,3,6 at RD. 14/135 to 14/225 and G.S.B. G-II, G-III, interlocked concrete block embankment at RD. 14/120 to 14/240)

SH- C-O Wire embankment , water intake structure,main pumphouse,Chowkidarquarter ,toilet ,desilting tankcum clear water tank , P-L of rising main and thrust block and errection of pumping machinery installationelectrical fittingoutletanddelivery tank

C/o Main Channel over RCC Columns at RD 360 to 450 90 Mtrs., C/o PCC Retaining wall 90 mtrs. and wire crate as embankment protection at RD 360 to 450 mtrs.).

P/L metalling and tarring at Rd.0/750 to 1/325, Hume pipe Culvert at RD. 2/720 to 3/050, embankment at RD. 2/540 to 3/200 and wire Crates etc.

SH- Laying Jointing and testing of HDPE pipes , C/O Outlets Chambers for distribution , correction of system, deficiency ,C/O wire crate embankment and C/O retaining wall and edge wall at various RDs

Construction of 90mtrs long earthen embankment including wire carated apron stone pitching from RD 46750/3806 to 3896 on left bank to protect Solid Waste Management Project of Ward No.5 Nagar Panchayat Amb

CO. Protection wall to Paral side approaches at RD. 5.806 to 5.826 downstream side and 5.801 to 5.826 upstream side and Re- Restoration of Embankment at RD 5.807 to 5.826 and 6.094 to 6.135

250 mtrs of Earthen Embankment and Wire Created Apron and Stone created pitching from RD 24725/250 to 500 on Left Side of Pandoga Khad to Protect the Cultivated Land and Abadies in village Pandoga.

250 mtrs of Earthen Embankment and Wire Created Apron and Stone created pitching from RD 24725/150 to 400 on Right Side of Pandoga Khad to Protect the Cultivated Land and Abadies in village Pandoga

( SH- Construction of embankment with approved materials, construction of retaining walls in wire crates,providing cross drainage works, U-Shape road side drain, Bituminous concrete, essential parapets and P/L white strips and63.00 metres R.C.C.

SH Removal of land slide slips construction of embankment maintenance of earthen shoulder berms both unlined drain in hill sides trimming of grass and weeds and cutting of shrubs at various R.Ds between km. 3.000 to 7.000

C/O both side edge walls embankment filling at Rd. 0/190 to 0/250 P/L GSB,WMM at Rd. 0/080 to 0/300 Tarring in km. 0/0 to 0/300) Under OTMNP Head

C/O 250mtrs Long Earthen Embankment and Wire Created Apron and stone created pitching From RD 0 to 125 on Both Side of Pandoga Nallah to Protect the Vishwkarma Industry, Cultivated Land and Abadies of Village Pandoga.

Sub Head Construction of earthen embankment including wire crated apron, stone pitching etc. from RD 20875/1100 to 20875/1550 and 20875/1850 to 20875/2000 on left side of Ispur Khad on Right Bank of Swan River

C/O ROFD in km 0/360 to 0/465, R/wall at RD 0/360 to 0/394, C/O 900mm dia hume pipe culvert at RD 0/585 embankment filling in km 0/645 to 0/755

C/O R/wall at RD 07/220 to 07/230, 09/310 to 09/325, (near jagdish chand house), P/L Embankment, P/L G.SB, CC pavement and U-shape drain in km 10/300 to 10/800

Wire Crate Embankment with Launching apron and Toe Wall at RD 0 to 750 rmt at Left bank of Sagnam Village RD 0 to 288 rmt at right bank of village Tailing and Rd 0 to 200 rmt at Todnum village

SH C O RCC intake chamber site development for various civil structure sanitary protection R Wall wire crate embankment RCC ancher blocks 25 Nos Delivery Tank 65000 ltr sump well 65000 ltrs RCC filter Bed Sector Tank 30000 ltr Sector Tank 10000

ROFD in between 1/0 to 1/300, Embankment filling at Rd. 1/250 to 1/350,C/O R/Wall at Rd. 1/100 to 1/120 and P/L GSB,WMM Tarring in km. 10 to 1/500) Under OTMNP Head

250 mtrs of Earthen Embankment and Wire Created Apron and Stone created pitching from RD 24725/1350 to 1600 on Right Side of Pandoga Khad to Protect the Cultivated Land and Abadies of Sardar Baldev Singh and Others beneficiaries in village Pandoga

C/O 1.00 mtr span R.C.C. Slab Culvert at RD 0/340 and C/O Embankment subgrade, P/L GSB, G-II and C.C. Pavement in different RDs and C/O U-Shape Drain and E/wall in various RDs (P.D.N.A-2023)

SH Site Development for various civil structure C o Retaining wall C o Sump well 170000 Ltr Cap C O Delivery tank 170000 Ltr Cap C o Sector storgae tanks of 15000 Ltr 125000 Ltr 50000 Ltr 25000 Ltr Wire crate embankment sanitary protection a

(SH Formation Cutting in Km. 0/0 to 0/095. Embankment filling at Km. 0/075 to 0/095, and C/O R/Wall at RD. 0/072 to 0/087, P/L Soling, Wearing, Tarring in Km. 0/0 to 0/095) (Under MMGSY)

Quarterly check sheet for TRT stop log (Q3), Annual check sheet for Draft tube gate System (Q3), Monthly check sheet for Draft tube gate System (Q3), Monthly check sheet for Flood control pumping System (Q3), Daily check sheet of MIV System (Q3), Weekly check sheet of BFGV System (Q3), Daily check sheet of cooling water System (Q3), Daily check sheet of Air Compressor (Q3), Daily check sheet of Turbine (Q3), DT gate Operation Check sheet (Q3), MIV Protocol (Q3), Daily T&P Issued Register (Q3), Daily Consumption Register (Q3)

SH C o 3 Nos Intake Chamber as per standard design Co Fixing Barbed Fncing C o Wire crate Embankment C o Sedimentation Tank 12000 Ltrs Cap C o Filter bed 2000 Sqm and C o RCC Storage Tabn as Per standred Disign of Different capt laying jointing

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

SH C o 2 Nos Intake Chamber as per standard design C o Fixing Barbed Fncing C o Wire crate Embankment C o Retaining Wall C o Sedimentation Tank 12000 Ltrs Cap C o Filter bed 20 00 Sqm and C o RCC Storage Tabn as Per standred Disign of Differen

C/o Jeepable road from Bhaderkali Bridge to GMS Abheypur Km. 0.00 to 1.0 SH.C/o Edge wall at various RDs between Km. 0/0 to 0/500, C/o 3.00 mtr span RCC slab culvert a/w approaches at RD 0.370, Embankment and Provi GSB, WMM, Metalling and Tarring

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 embankment at RD 0/885 to 1/165, cutting at RD. 1/030 to 1/165. P/L GSB at RD 0/855 to 1/165, khranja stone solling at RD 1/045 to 1/165, C.C. 1,4,8, 1,2,4 at RD 0/855 to 1/165 and interlocked tiles of ISI mark at RD 0/855 to 0/975)

C/O 900mm dia hume pipe culvert at RD 0/075,C/O soild casueway RD 1/085 to 1/115, embankment filling kms 0/0 to 0/043, 0/067 to 0/180,U-shape drain with1mtr height edge wall RD 0/050 to 0/180,R/wall RD 0/052 to 0/060L/S 0/052 to 0/097RS 0/117to127

ROFD 5/7 mtr wide road Km 0/360 to 0/800, C/O R/wall at Rd 0/400 to 0/410, P/L 900mm dia RCC Hume pipe culvert with wing wall at Rd 0/220 0/345, C/O 10.00 mtr span bridge at RD 0/310, P/L GSB at RD 0/350 to 0/700, Wire Crate R/wall and Embankment w