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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.0 LAccepted-AOC | ₹3.0 L Quoted ₹3.1 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹3.1 L+₹3,058 (1.00%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹3.1 L+₹3,058 (1.00%) | L-2 | Rejected-Finance 2 |
Tender Value
₹2.9 L
EMD Value
₹5,824
Closing Date
2 May 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
RR Damages to Link road to H.B Shalot Km 000 to 100. SH CO BWall AT 0760 TO 0790RWall in RR stone Masonary cm 16 at RD 8430-8455 8810-8835 9810-9830
2026_PWD_135105_36
3812-88
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹5,824
14 Aug 2026
25 Apr 2026
4 May 2026
25 Apr 2026
2 May 2026
25 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 with in all leads and lifts as per directed by the Engineer-in-Change | 49.5 | Cum | 185 | ₹9,157.5 |
| 2 | Earthwork in excavation for structures 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 | 13.5 | Cum | 407 | ₹5,494.5 |
| 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. | 93.75 | cum | 2,950 | ₹2,76,562.5 |
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boq_comp_chart.xlsx
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SBD34.pdf
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BOQ_200080.xls
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