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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 176090 | L1 | Accepted-Finance L1 | |
| 2 | L2₹11.8 L+₹1,680.76 (0.14%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical R O VILLAGE SHANAN P O A G SHIMLA THE DISTT SHIMLA | - | Rejected-Technical non responsive | |
| 4 | Rejected-Technical R O VILLAGE NANGAL UPRLA P O NANGAL TEHSIL NALAGARH DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | - | Rejected-Technical Non-Responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Non-Responsive |
Tender Value
₹11.2 L
EMD Value
₹22,500
Closing Date
6 Mar 2026, 10:00 amClosed
XEN
near new bus stand Solan
P/L P.C.C.R/wall from R.D.53/000 to 53/010)
2026_PWD_129645_1
NH
Open Tender
Civil Works
Percentage
30 days
Solan
as per SBD
10 documents required · 10 mandatory
₹500
₹22,500
12 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 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 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per the MORT&H specification and the direction of Engineer-in-Charge. | 56.25 | Per Cum | 215.5 | ₹12,121.88 |
| 2 | Plain/Reinforced Cement Concrete grade M-15in open foundation as per drawing and technical specification. Case II using batching plant transit mixture and Concrete pump. as per drawing and technical specification and the direction of Engineer-in-Charge. . | 144.2 | Per Cum | 7,129.9 | ₹10,28,131.58 |
| 3 | Providing and laying of filter media with ganular materials/stone satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification and the direction of Engineer-in-Charge. | 31.8 | Per Cum | 2,523.6 | ₹80,250.48 |
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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BOQ_191667.xls
BOQ • 0.25 MB
SBD2.pdf
Tender Documents • 1.64 MB
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