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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹6.2 L+₹2,357 (0.38%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹5.9 L
EMD Value
₹11,784
Closing Date
7 Jan 2026, 6:00 pmClosed
Executive Engineer
Rohru
C o Banoti Lalpani mathala road km 0 00 to 8 500 ii C o Badiyara to Dakhgaon village road km 0 00 to 12 730 Portion6 00 to 12 730 SH C o 15.00mtr span bridge over shaetyani khad at 2 150 Preparation of hydraulic data general arrange
2026_PWD_124841_6
14479-84 dated 29-12-2025
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹11,784
19 May 2026
1 Jan 2026
8 Jan 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
Preparation of Hydraulic data i.e Topography survey by total station equipment for preparation of survey plan, cross section at bridge site, 50 m, 150 m, 300 m, 500 m upstream and down stream of river, L-section of road and river.
Preparation of General arrangement of drawings according to the existing site conditions and submit the same in the form of two hard copies .The consultant will get the GAD approved from the HPPWD Chief Office shimla. The Work will we carried in accordance with latest desgin specfication and to satisfaction of Engineer -in - charge.
Preparation of Detailed project report on market rate, summited in the form of two hard copy and approval of the same from HPPWD chief office Shimla.
Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 30 m as per IS:1892 by core drilling, at 2 No. Bore hole location (Quantity =2x15=30m) 1. Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe. 2. Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc. 3. Determination of standard penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon. 4. Presentation of data as per IRC:78 and work out the Bearing Capacity of the soil for design of the foundations for the construction of proposed bridge.
Prepration of Technical sanction. The Work will we carried in accordance with latest desgin specfication, latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority
Prepration of Working Estimate. The Work will we carried in accordance with latest desgin specfication, latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority
Prepration of DNIT.The Work will we carried in accordance with latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority
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