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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.4 LAccepted-AOC | L-1 | Accepted-AOC l-1 | |
| 2 | L-2₹73.9 L+₹2.1 L (2.94%)Rejected-Finance VILLAGE KARASA TEHSIL ROHRU DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | L-2 | Rejected-Finance L-2 |
Tender Value
₹36.0 L
EMD Value
₹72,000
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD RuHoo
RR Damage to RCD road km 000 to 21195 SH Co Rwall at Rd 2970 to 300 and 3015 to 3056
2026_PWD_132802_4
28271-28370 dated 24-3-2026
Open Tender
Civil Works - Roads
Percentage
120 days
rcd
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹72,000
15 May 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1Excavation 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 with in all leads and lifts as per directed by the Engineer-in-Change | |||||
| 2Earthwork in excavation for structures upto 3 depth as per 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. with in all leads and lifts as per directed by the Engineer-in-Change | |||||
| 3Plain/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 | |||||
| 4Providing 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 | |||||
| 5Providing and laying of back filling behind abutment wing wall and return walls with granular material complete as per technical specification clause 1204.3.8 as directed by the Engineer-in-Change | |||||
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_196381.xls
BOQ • 0.28 MB
JOB4.pdf
Tender Documents • 0.30 MB
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