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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.0 LAccepted-AOC | ₹39.0 L Quoted ₹40.2 L | L-1 | Accepted-AOC 1 |
| 2 | l-2₹40.9 LRejected-Finance VILL SHALLAN P O PUJARK 2 TEHSIL ROHRU DISTT SHIMLA HP | ROHRU | SHIMLA | HIMACHAL PRADESH | ₹40.9 L | l-2 | Rejected-Finance 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical rejected |
Tender Value
₹39.0 L
EMD Value
₹78,000
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
RR Damages to Mehandli Tikkar road km 00 SH CO RWall in stone masonary cm 16 at RD 8345 to 8395 BWall in PCC 136 at RD 8410 to 8430 RWall in PCC 136 and stone masonary cm 16 at RD 8440 to 8455
2026_PWD_134981_1
2810-2909 Dated 20/4/26
Open Tender
Civil Works - Roads
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹78,000
7 Jul 2026
23 Apr 2026
1 May 2026
23 Apr 2026
30 Apr 2026
23 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 | - | Cum | - | - |
| 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 | - | Cum | - | - |
| 3 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change | - | Cum | - | - |
| 4 | Plain/reinforced cement concrete (1:3:6) 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 | 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 | - | - |
| 6 | Stone masonary in cement mortar for sub structure complete as as per drawings and technical specification Clauses 702, 704,1202 and 1204 rendam rubble masonary in cement mortar 1:6 .as directed by the Engineer-in-Change | - | Cum | - | - |
| 7 | Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change | - | No | - | - |
| 8 | back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change | 53.7 | Cum | - | - |
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