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| Particulars | Details |
|---|---|
| Title |
Restoration Of Rain Damages On Jukhari Mahadev Road At Km 0/000 To 3/000
|
| Description |
C/O Cement Concrete Pavement At Rd 2/650 To 3/000
|
| Organisation | PWD | State Govt. and UT |
| Tender Id | 2026_PWD_135106_2 |
|
Reference Number |
553-54 18.04.2026 corrigendum no. 941-45 24.04.2026 |
| Tender Fee | 500 |
| EMD | 17000 |
| Tender Value | - |
| Place | Executive Engineer office Jawalamukhi |
| Link |
View Original Tender Notice
https://hptenders.gov.in/nicgep/app?page=FrontEndTenderDetailsExternal&service=page&tnid=199992 |
| Start Date | April 25, 2026 18:35 |
| End Date |
Expired
02/05/2026
Expired 143 days ago |
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Construction of bridge / hlb on i) allapur to arutla x-road (via) thumbai thanda, kadilabavi thanda at km 1/6-8, km 3/8-10, km 6/4-6, ii) gudi malkapur to chelmada (via) kothulapuram, survail, lingamvari gudem, saigoni bavi at km 3/4-6, km 4/0-2, km 4/4-6, km 5/6-8, km 7/8-10, km 9/0-2, km 9/2-4, km 10/8-10, km 11/2-4, km 12/2-4, iii) lachammagudem to anthampet at km 2/8-10, survail to palivela (via) mallareddy gudem at km 6/2-4, km 7/0-2, km 7/4-6, km 8/8-10 (2 nos), km 11/0-2, km 11/6-8, iv) n
Construction of bridge / hlb on i) allapur to arutla x-road (via) thumbai thanda, kadilabavi thanda at km 1/6-8, km 3/8-10, km 6/4-6, ii) gudi malkapur to chelmada (via) kothulapuram, survail, lingamvari gudem, saigoni bavi at km 3/4-6, km 4/0-2, km 4/4-6, km 5/6-8, km 7/8-10, km 9/0-2, km 9/2-4, km 10/8-10, km 11/2-4, km 12/2-4, iii) lachammagudem to anthampet at km 2/8-10, survail to palivela (via) mallareddy gudem at km 6/2-4, km 7/0-2, km 7/4-6, km 8/8-10 (2 nos), km 11/0-2, km 11/6-8, iv) nh-65 to narayanpur (via) koyalagudem, d.nagaram, peepalpahad, allapur, venkambai thanda at km 3/0-2, km 3/8-10, km 8/2-4, km 10/2-4, km 11/0-2, km 16/0-2 in yadadri-bhongir district.
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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
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C/o v-shape drain between km 0/000 to 2/700)
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Removal of slips at various 0/000 to 25/00
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C/o r/wall from rd. 0/460 top 0/475 and v-shape drain rd. 3/720 to 3/800
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. (sh-construction of pcc retaining/breast walls at km-1/555 to 1/575,1/600 to 1/615 ,4/430 to 4/440, 4/490 to 4/500, 4/550 to 4/560,5/100 to 5/110, 5/140 to 5/150 and 5/300 to 5/315).
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