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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.4 LAccepted-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | ₹9.4 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹9.8 LRejected-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹9.8 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹10.6 LRejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹10.6 L | L-3 | Rejected-Finance L-3 |
Tender Value
₹10.3 L
EMD Value
₹20,700
Closing Date
15 Jun 2026, 10:00 amClosed
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Executive Engineer Mandi Divn.No.I HPPWD at Padhar
Construction of wire crated retaining wall at R.D. 12/210 to 12/240)
2026_PWD_136146_1
PW-MDI(P)Tender-NIT-4959-84 dated 05.06.2026
Open Tender
Civil Works - Roads
31 days
Kunnu
As per bid documents
9 documents required · 9 mandatory
₹500
₹20,700
25 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 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 any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 110.55 | Per cubic metre | 522.5 | ₹57,762.38 |
| 2 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. | 375 | Per cubic metre | 2,440 | ₹9,15,000 |
| 3 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | 40.95 | Per cubic metre | 1,512.1 | ₹61,920.5 |
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