Culvert Tenders in Himachal Pradesh

SH i Providing and laying 30mm BC extension of culvert and V-shape drain under AMP in Km 2/690 to 9/0 ii Widening and Providing and laying GSB WMM BM and BC in extended portion Km 5/500 to 7/405

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Providing and laying WBM G-I, G-II and Tarring in Km. 3/00 to 4/200,Cement concrete Pavement at R.D. 3/480 to 3/550 and Construction of 900mm Dia HP Culvert at R.D. 3/150, 3/855, 4/105 and 4/180

R/R damages on Bhoj Nagar Neri Kalan road kms0/00 to 9/500 (SH C/o R/wall at various RDs and C/o D/S Toe wall and CC flooring of Existing span type culvert at Rds 1/445) under PDNA (2nd call)

Formation cutting in km. 0/0 to 0/40 P/L G.S. B in km.0/0 to 0/400 and 4.00 mtrs. Span culvert at Rd. 0/210 and R/wall at Rd. 0/030 to 0/070 0/110 to 0/150

SH ROFD at RD 0/120 to 0/300 C/o Retaining wall at RD 0/0 to 0/050 C/o 900mm dia HP Culvert at RD 0/120 P/L GSB, WMM and Metalling/Tarring in km 0/0 to 0/300

C/O 3.00 mtr span RCC slab type culvert at Rd 0/240, C/O R/wall at Rd 3/360 to 3/365, 7/050 to 7/075 P/L cement concrete pavement in between Km 0/00 to 7/165) (under PDNA Head

SH Co Retaining wall at R.D. 10.665 to 10.700 12.900 to 12.930 and B wall at R.D. 10.685 to 10.715 10.720 to 10.760, 12.990 to 13.020 PL 80mm thick interlocking paver block at R.D. 14.100 to 14.250 and co 3.00mtr. RCC span culvert at 13.005

SH Providing and laying interlocking paver block at RD 7.400 to 7.455 and construction of retaining wall at RD 8.050 to 8.075 and 8.100 to 8.130and 8.150 to 8.175 and 9.098 to 9.120 and 9.130 to 9.155 2.00mtr. RCC span culvert at RD 15.550 and

SH C O 900 mm dia RCC Hume pipe culverts at Rd 3 200 3 584 3 790 3 960 4 170 4 300 4 680 and 4 920 and WBM Grade I in K M 3 0 to 5 0 and WBM Grade II in K M 3 0 4 0 and C O unlined surface Drains in K m 3 0 to 5 0 UNDER SCSP

Upgradation of Dharampur Kasauli road (MDR-10) Km. 0/00 to 10/450 under Schene for Special Assistance to the States for Capital Investment.(SH Removal of Formation Defficiency, P/L Cross drainage (NP3 hume Pipes) i/c C/O 4mX4m box cell culvert at Rd

SH Construction of 2.00mtr. span RCC culvert at R.D. 80.675 wing walls at RD 80.871 to 80.874 and 80.876 to 80.879 Retaining wall at R.D. 79.593 to 79.599 79.601 to 79.606 80.224 to 80.229 and 80.231 to 80.236 and U shape drain at R.D. 79.630 t

C/oofScaling,shotcreting,SoilNailing,Coir Mat,RCCcantilever,R/wallandroadSD etc at RDs 1/345 to 1/360,1/430 to 1/455 and 1/455 to 1/490,0/800to1/100,1/500to1/600,Ushape drain at RD 1/375to1/500,5.00 mtrs span RCC culvert Channelization at RD 1/420

SH C/O 5/7 mtr wide road, retaining structure, cross drainage works, essential Kharanja stone soling, unlined drain and essential parapets, C/O 10.00 mrs. Span culvert, 4.00 mtr. sapn culvet and C/O One No. 19.75 mtr span Bridge at RD 5/060 etc) und

(SH- Construction of RCC culvert extension at Km 21/535 to ,half spun RCC pipe 300 mm dia from Km 21/455 to 21/535 ,R/wall from Km 21/710 to 21/720 and V-shape road side drain from Km 21/090 to 21/190).

SH- Disposal of Effluent from corner of phase 3 to existing Nallah near pump House.

P/L GSB,G-II,G-III,Metalling and Tarring at RD 0/650 to 1/160,HP Culvert at RD 0/720 and CC Pavement at RD 0/072 to 0/196 and 0/300 to 0/450,Edge wall at RD 0/300 to 0/450

ROFD 5/7 mtrs. Wide road at Km. 0/045 to 0/165, C/O edge wall at Rd. 0/150 to 0/300, P/L 900mm diahume pipe culvert at Rd. 0/165,0/250,0/400 and M/T in km. 0/0 to 0/550) Under OTMNP Head

C/o link road Chahari, Jahari, Kasaru , Babeli road GP. Seo km. 0/00 to 4/00 (SH C/o RCC H/pipe culvert 900 mm dia at R.D 2/010 and 2/180 and providing and laying CC pavement at R.D 2/00 to 2/200) (UNDER SCCP)

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 , 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

CO Truss bridge for crossing 125mm dia GI Pipeline at RD 300 to 318, CO PCC RWall at RD 820 to 825,CO PCC RWall at RD 1068 to 1075,CO PCC Pipe supporting wall at RD 3611 to 3618 near culvert,Installation of 25mm dia Cement grouted anchor bar to

C/O 5/7 mtr. wide formation cutting from RD 0/165 to 0/210, 0/420 to 0/540, GSB at RD 0/100 to 1/100 and HP Culvert at RD 0/330, 0/590, 0/750, 0/810,1/115,1/180,1/375,1/465,1/765 and 2/320) OTMNP

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

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Removal of Formation deficiencies in Km. 7/540 to 9/265,Kharanja soiling at RD. 1/00 to 5/00,Humpe pipe culvert at RD. 2/315,2/765,3/075,3/485,3/825, and R/Wall at RD. 3/645 to 3/660,3/750 to 3/770,4/375 to 4/385,5/345 to 5/365) Under SCSP

C/O 4.00 MTR. SPAN R.C.C. SLAB TYPE CULVERT AT RD. 1/650 AND P/L G.S.B., W.M.M. AND TARRING IN KM. 0/500 TO 1/00, SOLID CAUSE WAY AT RD. 0/255 TO 0/285, 0/390 TO 0/420 AND EDGE WALL AT RD. 0/300 TO 0/322) (UNDER S.C.S.P. HEAD).

Balance work under NCRF

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C/O HP culvert at RD 0/330 and 0/620 C/O R/wall at RD. 0/200 to 0/215 0/495 to 0/510 C/O wing wall at various RD C/O B/wall at RD 0/370 to 0/390 and C/O C.C. Cause way at RD. 0/465 to 0/515

C/O Formation cutting at saRD 2/0 to 2/600 and 900mm dia HP culvert 0/260, 0/870, 1/020 and GSB at RD 1/0 to 2/0, G-II at RD 1/0 to 1/750, 2/0 to 2/250, P/L CCP at RD 1/750 to 2/0) OTMNP

C/o R/wall at RD 1/210 to 1/263 (both sides), B/wall at RD 0/560 to 0/620 and 0/635 to 0/680, C/o 1.00 mtr. Span Kuhal crossing at RD 1/295, 1.00 mtr. Span RCC culvert at RD 1/209 and U-shape drain at RD 0/710 to 0/910

C/O HP culvert at RD 0/330 and 0/620 C/O R/wall at RD 0/200 to 0/215 0/495 to 0/510 C/O wing wall at various RDs C/O B/wall at RD. 0/370 to 0/390 and C/O C.C. Cause way at RD. 0/465 to 0/515

C/o Edge wall at RD 0/700 to 1/00, CC Pavement at RD 0/700 to 1/110 and 1/250 to 1/345, P/L GSB at RD 0/700 to 1/110,G-II at RD 0/700 to 1/110 and RD 1/250 to 1/345 and HP Culvert at RD 0/800

C/o Edge wall at RD 0/700 to 1/00, CC Pavement at RD 0/700 to 1/110 and 1/250 to 1/345, P/L GSB at RD 0/700 to 1/110,G-II at RD 0/700 to 1/110 and RD 1/250 to 1/345 and HP Culvert at RD 0/800

C/o of earth work/formation cutting at R.D. 0/0 to 1/405, P.C.C. R/walls at R.D. 0/142 to 0/150 and 0/332 to 0/338, P/L interlocking concrete block pavement at various R.D. and C/o 900mm dia RCC HP culvert at R.D. 0/648 and 0/820) Under CM Announceme

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Removal of formationdeficiency in between km. 2/640 to 2/680, Removal of Land slide at RD. 2/500 to 2/580, c/o RCC HP Culvert at RD. 2/640 and 3/200, Wire Crate work at RD. 2/500 to 2/560 and 2/645 to2/680 and U-Shape Drain at RD 2/500 to 2/580

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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

R/R damager of Bill to Haripur road km 0/00 to 14/735 (SH C/o Humpe pipe culvert , wing walls and B/wall, R/wall at various RDs 1/360, 1/630, 1/720, 2/780, 3/750, 3/790, 5/030, 5/900, and Gr- II at RDs 1/615 to 1/900, and 10/00 to 10/150) under P

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

Formation cutting 5/7 mtr wide road at Km 0/00 to 0/210, C/O 2.00 mtr span culvert at Km 0/140 , R/wall at Rd 0/070 to 0/130, B/wall at Rd 0/145 to 0/160 , U-Shape drain at Rd 0/080 to 0/250, P/L cement concrete pavement from Km 0/00 to 0/500 C/O w

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