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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.6 LAccepted-Finance | ₹6.6 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹6.6 LRejected-Finance | ₹6.6 L | L-2 | Rejected-Finance Not L-1 |
Tender Value
₹6.3 L
EMD Value
₹12,540
Closing Date
4 Apr 2026, 10:00 amClosed
Executive Engineer HPPWD Division Una
Executive Engineer HPPWD Division Una
Construction of 120 mtr. span bridge at Rampur on Una Santoshgarh road at RD.1.760 in Distt. Una (SH Preparation of Hydraulic data and soil bearing capacity for construction of bridge)
2026_PWD_132735_1
Job01 C/O of 120 mtr. span bridge at Rapur
Open Tender
Civil Works - Bridges
30 days
Una
As per bid document
9 documents required · 9 mandatory
₹350
₹12,540
8 Apr 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Preparation of Hydraulic data i.e. Topographical survey by Total station equipment for preparation of Contour site plan, cross-section at bridge site, 50m, 150 m & 300m upstream and down stream of the river, L-section of road and river, calculation of silt factor a including all carriage of material lead & lifts. | |||||
| 22.0 Geo-Tech Investigation for safe bearing capacity by conducting SPT/DCPT upto depth 20m as per IS:1892 by core drilling Sx size bit, at 4 No. Bore hole locations ( Quantity = 4x20 = 80m) 2.1 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. 2.2 Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc. 2.3 Determination of Standard Penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon. 2.4 Determination of natural ground water table and collection of water samples from each bore holes. 2.5 To conduct tests on different samples in the laboratory as such as Grain size Analysis, Atterberg limits, Density, Consolidation test, Shear properties, natural moisture content, and determine the engineering characteristics of the soil. 2.6 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 Bridges. 2..7 Silt factor NOTE: 1) All Type of material shall be arranged by the contractor vide Notification by Additional Secy.to the Govt. of HP vide letter No.PBW(B)©(17)2/0212 dated 7.8.2018 2) The rates shall be inclusing of all types of taxes including GST etctra) 3) The bidder are requested to submit their bid as per notification issued by the Principal Secy.PW to the Govt.of HP vide letter No.PBW(B) A(3)1/2020 dated 22.7.2020 & Govt. of HP vide letter No.PBW(B) A(3) 1/2020-1 dated 7.10.2021 | |||||
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