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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L1 | Admitted-Finance | ||
| 2 | L2₹7.1 L+₹7,987.77 (1.14%)Admitted-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L2 | Admitted-Finance | ||
| 3 | L3₹9.2 L+₹2.2 L (31.3%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹8.8 L
EMD Value
₹17,600
Closing Date
7 Oct 2026, 11:00 amClosed
EE MANDI-II,HPPWD MANDI
EE
Restoration of rain damages on Khadkalyana Dolra Balh road KM. 0/00 to 6/200. (SH Construction of Wire crate R/wall at RD 5/470 to 5/505) under PDNA 2025
2026_PWD_144895_1
MDII
Open Tender
Civil Works
Percentage
30 days
EE MANDI-II, HPPWD MANDI
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
Yes
₹17,600
Yes
13 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 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 for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. | 93.45 | Per cubic metre | 517.65 | ₹48,374.39 |
| 2 | Providing and laying of boulder apron laid in wire crate with 4mm (four millimetre) dia GI wire conforming to IS 280 and IS 4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each (wire crate will be supplied by the department free of cost) as per drawing and technical specifications clause 1301 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge. | 293.76 | Per cubic metre | 2,700 | ₹7,93,152 |
| 3 | Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads lifts carriage of material and other incidentals as per direction of Engineer-in-Charge | 26.25 | Per cubic metre | 1,381 | ₹36,251.25 |
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