Drainage Tenders in Himachal Pradesh

CO Drain around the pump house and Butt welding of Joints of GI pipe 65mm dia and 80mm dia at various RDs and Providing Supplying and fixing of Cast Iron Sluice Valve 65mm dia and 80mm dia at LWSS at Chambi Jolla and CO Anchor Block for Gravity Main

P/L Kharunja stone soling from km.0/00 to 1/00, C/O RCC HPC at RD. 0/135 AND 0/570 , C/O Breast Wall in stone masonary from km. 0/735 to 0/755 AND C/O Unlined Drain from km. 0/300 to 1/00 ).

C/o Balance work of Kaloha Shantla Road km 0/0 to 16/720 (section Km 8/0 to 16/620) Stage -11 UNDER NABARD RIDF(SH. C/O R/wall cross drainages work P/L Granular Sub Base Metalling and Tarring C.C Pavement road side drain and parapets

Construction of Retaining wall RD. 7/250 to 7/295, V-shape Drain 7/100 to 7/510, C.C. Shoulder work 7/100 to 7/510, B/wall 7/325 to 7/331.50, R/wall 7/450 to 7/468, Wire Crate work 7/485 to 7/500).

SH C.O wire crate R.wall at Km. 23.700 to 23.715, 23.575 to 23.580, 23.655, 23.565 to 23.575, PCC R.wall at RD 4.400 to 4.410, GI wire crate at RD 25.900 to 25.909, 24.433 to 24.441, U shape drain with grating at Km. 0.380 to 0.625 0.750 across the

P/L 30mm thick bituminous concrete in kms 0/0 to 0/350 and 0/390 to 1/300, 1/340 to 2/0 including 80mm thick ISI marked paver block in kms 0/350 to 0/390, 1/300 to 1/340 along with U-shape drain

C/o R/wall at Rd 3/392 to 3/410, 3/710 to 3/720, 7/685 to 7/690, 8/915 to 8/918, 9/795 to 9/795, 15/645 to 15/650, 15/675 to 15/680 and V-Shape drain at various Rd

C/O PCC Drain at Rd Various RDs between 1/270 to 1/570, Providing and Laying Bituminous Concrete in Various Rds From Km 0/000 to 1/600, Cement Concrete Pavement at Rd 0/920 to 1/150 and PCC R/Wall at 1/450 to 1/465

Re-construction of R/wall at Rd. 2/600 to 2/700, 3/400 to 3/450 and 1/900 to 1/925.50, V-shape drain and Interlocking paver Block at Various Rds.) (Under PDNA -2023) Time Limit Three month Cost of Form Rs. 2000 Job No. 2

C/o r/wall , B/wall in wire crate at RD 0/780 to 1/252 and PCC R/wall , R/wall in wire crate and U-Shape drain at Rd 1/320 to 1/728 and HP culvert with wing wall at Rd 0/540 to 0/810

ROFD C/o R/Wall B/Wall Crate walls C/o missing CD work P/L GSB M/T CC pavement road side drain road side parapets W-Metal Beam crash barriers PMGSY information board sign boards kilometer stones 200mtr. RD stones etc. i/c five year routine maint.

C/o r/wall , B/wall in wire crate at RD 0/780 to 1/252 and PCC R/wall , R/wall in wire crate and U-Shape drain at Rd 1/320 to 1/728 and HP culvert with wing wall at Rd 0/540 to 0/810

C/o R/wall at Rd 4/020 to 4/025, 6/920 to 6/940, 9/960 to 9/979, B/wall at Rd 3/270 to 3/290 and V-Shape drain at Rd 3/500 to 3/530 and6/510 to 6/520 (Under PDNA-2023)

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Ward No 1,2,9 to SWM Site within the limits of MC Parwanoo(Zone B)

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Ward No 3,4,5 to SWM Site within the limits of MC Parwanoo(Zone C)

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Ward No 6,7,8 to SWM Site within the limits of MC Parwanoo(Zone A)

Suspension Bush Kit, Front Hub Oil Seal, Rod Spring Assy Front, Shaft Clutch Release Brg, Brake Booster Assy, Bonnet Cable, Hose Assy Air, Air Filter Assy, Centre Bolt, Check Nut Hub, Gasket, Bypass Filter, Hand Brake Cable, Hand Brake Cable Small, ... Valve Drain On

SH Removal of formation deficiencies in K M 3 200 to 6 200 900 mm dia RCC Hume pipe culverts at various RDS P L Grade II III and tarring in K M 1 0 to 2 0 and unlined Surface Drain in K M 0 0 to 2 0

F/C Removal of formation deficiencies, M/T, C/O R/walls, B/walls wire crates CD woks P/L GSB, Wearing WBM G-II and G-III Tarring V-shape drain Parapets crash barriers Citizen information board Km stone and 200 metre stone i/c 5 years routine mainten

RODF 5/7 mtrs. Wide road km. 0/0 to 0/080, R/wall at various rds. 900mm dia RCC hume pipe culvert at Rd. 0/075 U-Shape drain at Rd. 0/0 to 0/030, P/L CC Pavement at Rd. 0/0 to 0/080) Under DC Deposit)

R/R damages to Kharyana to Ranopul road in Km. 0/00 to 2/500 (SH C/O PCC B/Wall at Rd. 1/100 to 1/115, R/Wall at Rd. 1/125 to 1/33 and V-Shape drain at Rd. 1/080 to 1/150)2nd call

F/C in km. 0/00 to 2/00 , C.D. work at RDs 0/015, 0/870, 1/210 and 1/750, G.I in km. 0/00 to 2/00, C/o R/wall and wire crates at various Rds and unline surface drain km. 0/00 to 2/00)

C/O R/wall at various RDs, P/L 900mm dia RCC Hume pipe Culvert at RD 1/475, P/L GSB, WMM , M/T in Km 1/100 to 1/750 , 0/00 to 0/235 , V-shape Drain in km 1/500 to 2/100) (under PDNA Head)

R/O rain damages on Bhojnagar Chakki More road in Km. 0/00 to 14/00.(SH Hiring of excavator cum loader for removal of slips and clearance of road side drain and b hiring of Tipper for shifting of earth and debris in Km. 0/00 to 14/00)

Excavation in earthwork, C/o B/walls, C/o R/walls, CD works (HPC), V shape road side drain, parapets Etc, P/L GSB, Gr-II, Gr-III, Metaling and Tarring works, P/L logo board, P/F km stone (ordinary km stone, 5th km stone, 200m stone) and road marking

PL30mm Thick BC, Thermoplastic Road Marking and M/o Side Drain on Jabbal Ka Bag to Amrayion Road Km 0/0to2/0, LR Village Upper Surla Km 0/0to1/500, LR Village Saroga Km 0/0to0/700, LR Village Jaitak Km 0/0to1/0, Malgaon Shilnu Kailash Road Km0/0to2/0

R/O rain damages to Parwanoo Kasauli Dharampur Subathu Solan road in Km. 0/00 to 57/100.(SH Hiring of Excavator cum loader for removal of slips and clearance of road side drain and Hiring of Tipper for shifting of earth and debris in 45/00 to 57/100

Earth work in Excavation, Retaining and Breast wall, Rolled Cable Net Coir Mat, DT Mesh, Side drain at RD 0/555 to 0/605, 0/720 to 0/750, 0/920 to 0/940, 1/100 to 1/150, 1/675 to 1/705 and RD 1/710 to 1/755)

Construction of link road Kelodhar to Govt Degree College Karsog Km. 0/00 to 1/500 (Sub Head Providing and laying Kharanaja stone soling Km. 0/500 to 1/00, 1/135 to 1/500 Metalling and Tarring and Construction of Katcha Drain in Km 0/00 to 1/5

Re-construction of R/wall at Rd. 15/500 to 15/650,17/400 to 17/500 and 20/00 to 20/200,P/L Bituminious concrete 30mm thick (with paver finisher) and V-shape drain at Various Rds.(Under PDNA - 2023) Time Limit Three month Cost of Form Rs. 2000

C/o Hume pipe culvert 900mm dia with wing wall both side at RD 0/050 and V-shpe drain i/c edge wall at RD 0/450 to 0/500, wire crate n at RD 0/145 to 0/155, 0/225 to 0/237 (left side) Under Deposit BASSP

P/L 30mm Thick Bituminous concrete, Thermoplastic Road Marking and Maintenance of Side Drain on Dhimki Mandir to Bhudpur road km 0/00 to 2/00 and Link road to village Upper Shambhuwala km 0/00 to 1/00 and Jamta to Mahipur road km 7/770 to 13/00)

SH C.O B.wall in wire crate at RD 23.200 to 23.265, C.O R.wall at RD 23.215 to 23.215 to 23.230, C.O B.wall at RD 23.335 to 23.365, C.O B.wall at RD 23.405 to 23.425, C.O B.wall at RD 24.030 to 24.080, C.O V.shape drain at RD 23.975 to 24.125 and C.O

Widening of existing Single Lane to Intermediate Lane, Providing/laying Metalling/Tarring in between km. 42/615 to 44/670, Breast wall at RD. 42/740 to 42/760, 43/320 to 43/330, U-Shape Drain at RD. 42/615 to 42/750 and 43/350 to 43/450).

/O R/wall at various RDs, P/L GSB, WMM , M/T in Km 0/00 to 0/600, P/L 900mm dia RCC Hume pipe Culvert at RD 0/430 , 0/550, V-shape Drain in km 0/00 to 0/100 , CC Pavemant towards GSSS Galore) (under PDNA Head)

SH C.O B.wall in PCC M 15 at RD 19.915 to 19.923. 21.630 to 21.650 C.O V shape drain at RD 13.00 to 24.250 on different locations P.L DGBM 50 mm BC 40 mm thick RD 13.00 to 20.450 including centre line edge line shoulder and signages etc. P.F W met

Construction of PCC V-Shape Drain from RD 8/000 to 9/000, C C Pavement at RD 8/500 to 8/550, 8/800 to 8/900 and 8/950 to 9/200 and PCC R/Wall at RD 8/260 to 8/280 and 9/100 to 9/130

P/L 25mm thick bituminous concrete in kms 4/0 to 5/0 and G-III with 20mm thick premix carpet in patches and V-shape drain in kms 4/180 to 4/280 and interlocking paver blocks in kms 4/415 to 4/465 and 4/575 to 4/630.

Earth work in kms 0/0 to 0/280, C/O RCC slab culvert at RD 1/385 , 900mm dia hume pipe culvert at RD 0/002, C/O U/V shape drain in various RDs and parapets between kms 0/0 to 0/285 and 1/0 to 1/665.

P/L 25mm thick bituminous concrete in kms 0/0 to 2/0 and G-III with 20mm thick premix carpet in patches and U-shape drain at RD 0/360 to 0/460, 1/900 to 2/0 and interlocking concrete paver block in kms 0/225 to 0/250.

M/T on link road Chandi to Bamot via Thimber in Km 0/00 to 0/470(SH C/O 3Nos 900mm dia RCC HPC and P/L GSB, G-III, 20mm thick open graded premix carpet with seal coat Unlined drain in Km 0/00 to 0/470)Under MMGSY

Construction of 900 mm dia HP Culvert at RD 4/550 and providing and laying soling at RD 3/400 to 4/200 and wearing at RD 2/900 to 3/700, formation cutting and C/O U-shape drain in various reaches between Km 2/900 to 5/600