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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC VILLAGE SARGHEEN P O BEOLIE TEHSIL DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC AOC | |
| 2 | L2₹5.8 L+₹11,096 (1.96%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest |
Tender Value
Refer Docs
EMD Value
₹11,100
Closing Date
2 May 2026, 10:00 amClosed
Executive Engineer kasumpti Division HPPWD Shimla3
Executive Engineer kasumpti Division HPPWD Shimla3
C/O Wire crates Breast wall between RD. 14/660 to 14/676.80
2026_PWD_134905_6
SD-I-CTR-Tender-2026- 1518 dt 20-04-2026
Open Tender
Civil Works
Percentage
30 days
Shimla
AS per SBD
13 documents required · 13 mandatory
₹350
₹11,100
25 Jul 2026
24 Apr 2026
2 May 2026
24 Apr 2026
2 May 2026
24 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 | Removal of land slides/slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with in a lift upto 1.5 meter and land upto 1000 meter as per techanical specification 302.3.5 and 1611. The work shall be executed as per the direction of the Engineer-in-Charge. | 1 | Per Cubic Meter | - | - |
| 2 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of strumps and ither deleterious materials and disposal upto a lead of 50 m dreassing of side and bottom and backfilling in trenches with excavated suitalbe materials ordinary soil upto 3 mtrs. depth. | 1 | Per Cubic Metre | - | - |
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301, as per directions of the Engineer-in-Charge. | - | Per Cubic Metre | - | - |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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SBD554833.pdf
Tender Documents • 7.00 MB
BOQ_199627.xls
BOQ • 0.31 MB
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