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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.1 LAccepted-AOC VILLAGE P O TANGNU TEHSIL CHIRGAON DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 170009 | ₹12.1 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹12.6 L+₹48,504 (4.00%)Rejected-Finance | ₹12.6 L+₹48,504 (4.00%) | L-2 | Rejected-Finance 2 |
| 3 | Rejected-Technical VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | - | - | Rejected-Technical Rejected |
Tender Value
₹12.1 L
EMD Value
₹24,252
Closing Date
16 Apr 2026, 5:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damage on Mehandli to Karchari road KM 0 00 to6 00 SH C O B Wall at RD 2 315 2 325 2 355 2 367 4 420 4 450 R Wall 1 975 1 983 50 1 855 1 862 50 1 810 1 815 Removl of slips Madharli shallan road Karchari panchaytat
2026_PWD_134018_8
14-113 dated 2-4-26
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹24,252
21 Aug 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
16 Apr 2026
10 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 1603.1 as directed by the Engineer-in-Change | - | Cum | - | - |
| 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 | - | Cum | - | - |
| 3 | 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. | - | Cum | - | - |
| 4 | 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 | - | Cum | - | - |
| 5 | 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 | - | Cum | - | - |
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