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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹5.1 L | L1 | Accepted-Finance Accepted being Lowest 1st |
| 2 | L2₹5.2 L+₹16,394.77 (3.23%)Rejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹5.2 L+₹16,394.77 (3.23%) | L2 | Rejected-Finance Rejected being Lowest 2nd |
| 3 | Rejected-Technical H NO 64 1 SUNDER BAGH COLONY P O TEHSIL NAHAN DISTT SIRMOUR H P 173001 | SIRMAUR | HIMACHAL PRADESH | 173001 | - | - | Rejected-Technical Being Non-responsive |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
2 Apr 2026, 11:00 amClosed
Executive Engineer HPPWD Division Gohar
Executive Engineer HPPWD Division Gohar
RRD on Kutachi Badhu Sanjala road km. 0/00 to 7/00 (SH C/o PCC R/wall at RD 0/540 to 0/555)
2026_PWD_132497_1
11011-17 dated 12-03-2026
Open Tender
Civil Works - Roads
Percentage
60 days
Gohar
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹10,000
18 Jun 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| - | Earth work in excavation for structure as per drawing and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | - | Per Cubic meter | - | - |
| - | Providing and laying cement concrete 1:5:10 (one cement : five sand ten graded crashed stone aggregate) 40mm (forty millimeter) size for plain / reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 & 1203 within all leads , lifts and carriage of materials and other incidentals . as per direction of Engineer –in –Charge completer in all respect. | - | Per Cubic meter | - | - |
| - | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material within all leads , lifts and carriage of materials and other incidentals .as per direction of Engineer –in –Charge completer in all respect. | - | Per Cubic meter | - | - |
| - | Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 with in all leads, lifts and other incidentals as per direction of Engineer –in –Charge complete in all respect. | - | Each | - | - |
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