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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.4 LAccepted-Finance | ₹10.4 L | L-1 | Accepted-Finance 1 |
| 2 | L-2₹10.7 L+₹31,108 (3.00%)Rejected-Finance | ₹10.7 L+₹31,108 (3.00%) | L-2 | Rejected-Finance 2 |
Tender Value
₹10.4 L
EMD Value
₹20,739
Closing Date
6 May 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
RR Damages on Chiuni to Baggi road km 0 0 2 800 SH C O R Wall at RD in wire crate at RD 2 090 2 115
2026_PWD_135167_23
3353-3355 Dated 25-4-26
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹20,739
22 Jul 2026
28 Apr 2026
7 May 2026
28 Apr 2026
6 May 2026
28 Apr 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 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge | 60 | Cum | 186 | ₹11,160 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change | 58.5 | Cum | 402 | ₹23,517 |
| 3 | Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change | - | Cum | 5,710.66 | - |
| 4 | Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals. | 195.32 | Cum | 2,500 | ₹4,88,300 |
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