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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.2 LAccepted-Finance | ₹7.2 L | L-1 | Accepted-Finance Accept |
| 2 | L-2₹7.3 L+₹7,667 (1.06%)Rejected-Finance MARIA NIWAS BELOW BCS NEAR SANJAY GANDHI PUBLIC SCHOOL NEW SHIMLA 171009 HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171009 | ₹7.3 L+₹7,667 (1.06%) | L-2 | Rejected-Finance Reject |
Tender Value
₹7.0 L
EMD Value
₹14,000
Closing Date
23 Feb 2026, 2:00 pmClosed
Executive Engineer
Bharwain Division HPPWD Bharwain
SH Soil bearing capacity Preparation of Hydraulic data General Arrangement Drawings structural design of substructure and superstructure and preparation of detailed project report
2026_PWD_128595_1
Chouli to Bhagroh over Chouli Khad Job 14 Bharwain Divn
Open Tender
Civil Works
Percentage
90 days
Bharwain
As per tender documents
2 documents required · 2 mandatory
₹350
₹14,000
12 Mar 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 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 |
|---|---|---|---|---|---|
| 1 | Preparation 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. | 1 | Each | 55,000 | ₹55,000 |
| 2 | Preparation of General arrangement Drawing (G.A.D.), Structural design of substructure and superstructure complete in all respect. | 1 | Each | 2,35,000 | ₹2,35,000 |
| 3 | Preparation of detailed project report inculding submission of hard copy of the DPR in shape of manuscript and submission 5-set complete in all respect of fairout copy. | 1 | Each | 1,25,000 | ₹1,25,000 |
| 4 | Preparation of Technical santion & DNIT inculding submission of hard copy of the DPR in shape of manuscript and submission 5-set complete in all respect of fairout copy. | 1 | Each | 75,000 | ₹75,000 |
| 5 | Geo-Tech Investigation for safe bearing capacity by conducting SPT/DCPT upto depth 15m as per IS:1892 by core drilling, at 2 No. Bore hole locations ( Quantity = 2x15 = 30m) for Lohara 30.00 mtr. Span foot bridge.
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 | 30 | Per Meter | 6,900 | ₹2,07,000 |
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