Drainage Tenders in Himachal Pradesh

C/o formation cutting 0/0 to 2/0, CC pavement at R.D.0/500 to 0/700 and 1/500 to 1/700, providing and laying Grading-I soling, Grading-II wearing and M/T in km.0/0 to 0/500 and 0/700 to 1/500 and construction of V-shape drain at R.D.0/500 to 0/750).

C/O R/wall at Rd. 4/960 to 4/980, 4/984 to 4/996, 5/015 to 5/030,5/300 to 5/315,9/00 to 9/020, P/L Bituminous concrete 30mm thick in km 4/00 to 5/00, 7/00 to 9/00,11/00 to 13/00( with paver finisher), V-shape drain at various Rds etc

C/o link road to village bathol km 0/0 to 2/745 (Sh P/L gr 1 11 111 premix carpet and seal coat in km 0/0 to 1/250 hume pipe culvert with wing wall at Rd 1/615 to 1/645, 1/720 to 1/745 and v shape drain in km 0/0 to 1/745 under SCCP

C/O R/wall at Rd , 0/840 to 0/860, 0/905 to 0/920 C/O B/wall at Rd 0/310 to 0/335 V-Shape drain in Km 0/00 to 1/200 , ROFD in km 0/00 to 1/200 and P/L GSB , WMM , M/T in Km 0/00 to 0/975 ) (under PDNA Head)

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

P/L cement concrete pavement at Rd. 0/520 to 0/600, 0/900 to 1/00, 1/400 to 1/430 (Actual Rd 1/380 to 1/460, R/wall at rd.0/589 to 0/616, 0/550 to 0/586,wire crate R/wall at rd 1/429.60 to 1/450 and V-shape drain at various rds) (Under PDNA)

SH- Construciton of Retaining wall at RD 3/890 to 3/910, 7/810 to 7/816, 9/285 to 9/292 and P.C.C. Breast wall at RD 4/165 to 4/205, 5/995 to 6/038, 8/375 to 8/381 and drain at RD 4/165 to 4/205, 5/400 to 5/432 and Providing and fixing grating e

Construction of V-Shape drain at RD 0/180 to 0/210 0/470 to 0/490 0/660 to 0/680 and 0/960 to 0/990 and Providing and laying interlocking Paver block at RD 0/190 to 0/205 and 0/470 to 0/480 on Link road to village Kehdroo km 0/0 to 1/0 VR-130

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

C/O R/wall/Edge wall at various RDs,P/L 900 mm dia RCC hume pipe culvert at Rd 0/430 , P/L CC Pavemant RD 0/120 to 0/140 0/160 to 0/180, P/L GSB, WMM M/T in between Km 0/00 to 0/500, V-shape Drain at various RDs) (under PDNA Head

C/O R/wall at various RDs, P/L CC Pavemant at RD 0/800 to 0/850 , 1/100 to 1/150, P/L GSB, WMM , M/T in Km 0/00 to 0/800, P/L 900mm dia RCC Hume pipe Culvert at RD 0/430 , V-shape Drain in km 0/00 to 0/100) (under PDNA Head)

C/O E/Wall at RD 0/010 to 0/016, 2/660 to 2/667 C/O R/Wall 0/784 to 0/798, 1/510 to 1/513.50, 1/880 to 1/891 and C/O U-Shape drain at RD 0/619 to 0/664 and P/L C.C. Pavement and 1 3 6 in Berms) (Under OFC)

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Restoration of link road from Jingal Mod to Ghanufri via Kotla Katachi Km. 0/00 to 1/300 (SH C.o 900mm dia HPC Culverts at RD 0/030, 0/070 and 0/600, C/o R/wall at RD 1/090 to 1/110, B/wall at RD 1/005 to 1/015 (LHS), C/o CC Drain in Km. 0/00 to 0/90

C/o R/wall at RD 0/035 to 0/070, 0/195 to 0/225 and 0/430 to 0/465, V-shape drain in Km. 0/035 to 0/230, M.T. work in Km. 0/685 to 1/0 and P/L 1 4 8 and 1 2 4 in Km. 0/415 to 0/463 and 0/583 to 0/685)

C/O link road Bhatt Ki Hatti Durgapur Chayala Gurudwara in Km 0/00 to 2/600 (SH C/O 900mm dia RCC HPC at Rd. 0/200, 0/600, 0/750, 1/250, 1/400, 1/600,1/710 and 1/820, C/O PCC R/Wall at Rd. 0/00 to 0/030, P/L WBM Grading I and C/O unlined drain in

C/o retaining wall at RD 2/615 to 2/630), Breast wall at RD 2/870 to 2/886, Edge wall at RD 2/660 to 2/720, road side U and V shape drain at RD 2/450 to 2/750, C/o 600mm dia hume pipe hume pipe culvert at RD 2/565 and paver block at RD 3/015 to 3/640

P/L 25mm thick bituminous concrete in kms 0/0 to 3/0 and G-III with 20mm thick premix carpet in patches and U-Shape drain in kms 0/800 to 0/900 R/S and 1/500 to 1/590 L/S, 1/640 to 1/670, 2/600 to 2/640 R/S and 2/840 to 2/900 R/S.

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

ROFD 5/7 mtr wide road in between km 0/00 to 10/00, P/L 900mm dia hume pipe culvert at RD 3/240, 5/730 and 8/855, C/O R/wall, B/wall, GSB,WMM, V/U-shape drain, P/F crash barrier in between km 0/00 to 10/00, wire crate R/wall at RD 7/750 to 7/785, CC

Construction of Retaining wall at RD 2/435 to 2/445, 4/450 to 4/460, 5/675 to 5/685 and 6/345 to 6/360, 7/795 to 7/810 and 9/00 to 9/010 , Breast Wall at RD 4/00 to 4/010, U-Shape drain in Km 4/015 to 4/210 and 900 mm dia HPC at RD 14/360)

P/L cement concrete pavement at various Rds and C/O 900 mm dia RCC Hume pipe culvert at Rd 0/315 , P/L G.S.B, WMM Tarring in km 0/315 to 0/480, Edge wall at Rd 0/405 to 0/480 0/585 to 0/600 V-shape drain at rd 0/200 to 0/400 0/415 to 0/480) (Unde

/o B/wall in Km 0/670 to 0/855, R/Wall in Km 0/765 to 0/855, 0/200 to 0/215, Interlocking Paver Block Flooring in Km 0/545 to 0/865 0/000 to 0/250, TeuriGolpanga road Edge wall Drain in Km 0/100 to 0/150 and 1/400 to 1/600 and C/o 900mm dia Hu

SH C/O B/wall at RD 0/110 to 0/130, R/wall 0/120 to 0/126,1/770 to 1/785,3/710 to 3/722.50,4/101 to 4/108.50,3/800 to 3/815 3/830 to 3/837,M/T work 5/070 to 5/095 and Removal of Land slide Between KM 1/00 to 2/270 and C/o drain)

Construction of Retaining wall at RD 0/250 to 0/265, 0/300 to 0/310, 1/875 to 1/885, 4/875 to 4/890, 4/900 to 4/915, Breast wall at RD 4/950 to 4/965, unlined surface drain from 4/750 to 5/300 and 5/700 to 5/850 and 900 mm dia Hume pipe culvert at RD

at RD 0/495 to 0/540 , 1/330 to 1/420 0/540 to 0/630, Interlocking Paver block at RD 0/000 to 0/045, 0/045 to 0/330, 0/810 to 0/870 and Mohli to Rakkar bridge chowk at RD 0/000 to 0/075, H.P culvert at RD 0/030, 1/600 1/660 and P.F thermoplastic Ed

C/O B/wall at Rd 9/405 to 9/425, 9/600 to 9/645, 9/750 to 9/770, 10/600 to 10/645, 11/705 to 11/735, 11/810 to 11/835 R/wall at Rd 9/735 to 9/780, 11/705 to 11/720 P/L cement concrete pavement in Km 2/110 to 2/170, 2/210 to 2/230 U-Shape drain at

ROFD in km 0/800 to 1/250, P/L 900mm dia RCC Hume pipe Culvert at RD 1/680, C/O R/wall at various RDs, P/L CC Pavemant RD 0/00 to 0/060, P/L GSB, WMM M/T in between Km 0/00 to 0/500, U-shape Drain in km 0/600 to 0/800 1/750 to 2/00) (under PDNA

C/O R/Wall in km. 1/1500 to 1/155, C/O Edge wall with V-shape drain km. 1/300 to 1/450, 1/470 to 1/600 an 2/800 to 2/950, P/L CC work in km. 2/500 to 2/550, P/L Tack coat an 25mm thick bituminous concrete in km. 1/00 to 2/500 and 2/550 to 3/00

Construction of R/wall at R.D. 0/060 to 0/080, 8/015 to 8/035, B/wall at R.D. 1/120 to 1/135, 1/630 to 1/645, 3/950 to 3/965, 5/660 to 5/670, 6/380 to 6/390, 6/930 to 6/940, 8/015 to 8/025, 8/660 to 8/665, V-shape andU-Shape drain between Km 0/00 to

Construction of PCC V-Shape Drain from RD 8/000 to 9/000, C C Pavement at RD 0/780 to 0/825, 1/390 to 1/455, 1/500 to 1/560, 2/300 to 2/365, 2/750 to 2/800, 6/100 to 6/130 and 6/200 to 6/240 and PCC R/Wall at RD 4/050 to 4/070 and 4/250 to 4/270.

C/O B/wall at RD 1/500 TO 1/504 C/O R/wall at RD 1/795 to 1/797,1/979 to 1/984,1/990 to 1/996, 3/327 to 3/336 and C/O U-shape drain at RD 0/065 TO 0/165 and C/O RCC 1.00 mtr span slab culvert at RD 0/615 junction Chathami Road ) under SCA) PDNA 2023

B/w of F/C work at RD 2/320to2/380,2/490to2/550,C/O Ushape drain in bet. Km 2/150 to 2/350, C/O parap. in bet. Km 0/000 to 3/600, P/L CC pave. bet Km 3/240 to 3/465 and P/L tarring in bet. Km 2/150 in bet. Km to 2/750, 2/940 to 3/240.3/465to3/600

ROFD at Km 0/600 to 1/065, C/O R/wall at various Rds, P/L 900mm dia RCC Hume pipe culvert at Rd 0/150,0/300, 0/370 0/758, C/O wire crate R/wall at Rd 0/810 to 0/840, V-Shape drain at Rd 0/00 to 0/495 0/600 to 1/065 P/L GSB,WMM M/T in Km 0/600 to

C/O 1.00 mtr span RCC Slab Culvert at RD 3/350 and C/O 3.00 mtr span RCC Slab Culvert at RD 4/135 and P/L WBM G-II AN C.C. pavement at RD 3/300 to 3/400, 4/139 to 4/239, and crash barrier at RD 3/209 to 3/269 and C/O U-shape drain at RD 3/487 to 3/58

ROFD in km 1/540 to 2/060, C/O R/wall/B/wall at various RDs, P/L 900mm dia RCC Hume pipe Culvert at RD 1/680, P/L CC Pavement at RD 0/00 to 0/060, P/L GSB, WMM, M/T in km 1/540 to 2/060 U-shape Drain at RD 0/600 to 0/800, 1/750 to 2/00 on link ro

P/L cement concrete pavement at Rd 5/790 to 5/910 6/600 to 6/810, C/O V-Shape drain at Rd 4/900 to 5/080, 1/210 to 1/650, 3/340 to 3/625 6/750 to 7/00, C/O B/wall at Rd 1/510 to 1/535 2/940 to 2/960 P/L 900mm dia RCC Hume pipe culvert at Rd 5

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MMSY

C/O R/wall at RD 0/270 to 0/280, 0/285 to 0/295,B/wall 0/405 to 0/435, 0/465 to 0/485, 0/845 to 0/880, 0/890 to 0/910, 0/795 to 0/810, 0/825 to 0/840, U-shape drain with edge wall at 0/348 to 0/405, 0/980 to1/015,earth filling at RD 0/345 to 0/435