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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC VILL BHATWARI PO KOT KHAMRADHA TEHSIL AUT DISTT MANDI H P | MANDI | HIMACHAL PRADESH | ₹6.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.7 LRejected-Finance HIMACHAL PRADESH | ₹6.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹6.9 LRejected-Finance | ₹6.9 L | L4 | Rejected-Finance L4 |
| 5 | L5₹7.0 LRejected-Finance MANDI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | ₹7.0 L | L5 | Rejected-Finance L5 |
Tender Value
₹8.0 L
EMD Value
₹16,000
Closing Date
30 Mar 2026, 11:00 amClosed
Executive Engineer, Thalout Divn HPPWD at Pandoh
Executive Engineer, Thalout Divn HPPWD at Pandoh
Construction of Boundary wall at GSSS Thachi, Tehsil Balichowki Distt. Mandi H.P. SH-C/o Boundary wall. Deposit.
2026_PWD_132317_5
No/PW/TLD/Tender/2026- 16473-82 dated 19.03.2025
Open Tender
Civil Works
180 days
Thachi Balichowki Sub Division
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹16,000
23 May 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation for structure as per drg. 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 a lead of 50 metre (fifty meter) dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil and with in all lead and lift as per entire satisfaction and direction of Engineer-in-Charge | |||||
| 2Providing and laying mechanical mixed cement concrete 1:4:8 ( one cement: four sand: eight graded/ crushed stone aggregate 40mm (Forty millimetre ) nominal size) and curing complete including the cost of form work in foundation and plinth within all leads and lift including carriage of material in all respect and as per direction of Engineer-in-charge. | |||||
| 3Random rubble masonry/polygonal rubble masonry (uncoursed / brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement :Six sand : Twelve graded stone aggregate 20mm(Twenty millimetre ) nominal size at plinth level in cement mortar 1:6 (One cement : Six sand ) within all leads and lift including carriage of material in all respect and as per direction of Engineer-in-charge. | |||||
| 4Providing 100mm (one hundred millimetre) diameter poly Vinyl chloride pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc. extending through the full width of the structure with slope of 1V:20H towards drainage face complete as per drawings and technical specifications clause 614,709 and 1204.3.6 icluding carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge. | |||||
| 5Brick work using common burnt clay building bricks in foundation & plinth in cement mortar 1:6 (One cement : Six sand ) First class bricks within all leads and lift including carriage of material in all respect and as per direction of Engineer-in-charge. | |||||
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