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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹50.0 LAccepted-AOC VILLAGE SANDHASU P O KHASHDHAR TEHSIL CHIRGAON DISTT SHIMLA H P | ₹50.0 L Quoted ₹51.0 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹52.7 L+₹1.7 L (3.43%)Rejected-Finance V P O KOT TUNGAL TEH KOTLI DISTT MANDI HIMACHAL PRADESH | ₹52.7 L+₹1.7 L (3.43%) | L-2 | Rejected-Finance L-2 |
Tender Value
₹50.0 L
EMD Value
₹99,911
Closing Date
18 Mar 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damage to Telga Bangsar road KM 0 00 to 4 700 SH Removal of slips at RD 0 00 to 0 750 and R Wall in stone masonary cm 1 6 at RD 0 320 to 0 340 0 470 to 0 495 and R Wall in wire create at RD 0 200 to 0 230 and B Wall in wire crate at RD 0 110 to 0
2026_PWD_131525_2
27400-27499
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹99,911
17 Aug 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
18 Mar 2026
13 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 |
|---|---|---|---|---|---|
| 1 | Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611 | 6,420.3 | Perm3 | 173 | ₹11,10,711.9 |
| 2 | 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 | 256.05 | Perm3 | 185 | ₹47,369.25 |
| 3 | 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 | 147.9 | Perm3 | 407 | ₹60,195.3 |
| 4 | Stone masonary in cement mortar 1:6 (1Cement :6 sand) for sub-structure complete as per drawings and technical specification Clauses 702, 704,1202 and 1204 including carriage of material within all leads and lifts as per directions of Engineer in charge | 395.85 | Perm3 | 5,300 | ₹20,98,005 |
| 5 | 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 | 48.05 | Perm3 | 4,900 | ₹2,35,445 |
| 6 | Providing and laying of 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 | 33 | Perm3 | 1,300 | ₹42,900 |
| 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 | 90 | No | 337 | ₹30,330 |
| 8 | 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. | 125 | Perm3 | 2,950 | ₹3,68,750 |
| 9 | Prepration of sub grade by dresing to camber (earth work for the cutting involved for sub grade to paid for sprepatly depending upon the classification of soil completed as per HP.PWD specification within all leads and lifts as per directions of Engineer in Charge. | 1,842.5 | Perm3 | 2.06 | ₹3,795.55 |
| 10 | Consolidation of sub grade with road roller including making good the undulation etc, with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and with in all leads and lifts as per directed by the Engineer-in-Change | 1,842.5 | Perm3 | 1.17 | ₹2,155.73 |
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