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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L Quoted ₹3.3 L | L1 | Accepted-AOC Accept |
| 2 | L2₹3.4 L+₹5,110 (1.54%)Rejected-AOC BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹3.4 L+₹5,110 (1.54%) | L2 | Rejected-AOC Reject |
| 3 | L3₹3.5 L+₹13,065 (3.94%)Rejected-AOC VILLAGE BIDDI P O DARWAR TEHSIL DHARMPUR DISTT MANDI H P | ₹3.5 L+₹13,065 (3.94%) | L3 | Rejected-AOC Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-bidder has submit application requesting that bid not be open. |
| 5 | Not Admitted-Fee/PreQual/Technical R O VILL P O NAIN TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | - | - | Not Admitted-Fee/PreQual/Technical Others-bidder has submit application requesting that bid not be open. |
| Sl No | Description | Qty | Unit | Kuldeep kumar sharma L3 | Naveen Kumar L2 | PRAKASH CHAND L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work, lift up to 1.50 meters stacking the excavated soil not more than 3 meter clear from the edge of excavation and the rreturning the stacked soil in 15 cm layer, when required into plinth sides of foundation etc. consolidating eache deposit layer by ramming and watering and disposing of all surplus excavated earth as directed with in a lead of 20 meters as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts. | 4.5 | Cum | 450 ₹2,025 | 360 ₹1,620 | 350 ₹1,575 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 2.25 | Cum | 10,000 ₹22,500 | 9,750 ₹21,937.5 | 9,700 ₹21,825 Lowest |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | ||||||
| 3.01 | Vertical surfaces such as wall any thickness | 39 | Sqmt | 520 ₹20,280 | 500 ₹19,500 | 450 ₹17,550 Lowest |
| 4.00 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in retainin walls/breast walls, the size of plums shall usually by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge. | 28 | Cum | 10,000 ₹2,80,000 | 9,800 ₹2,74,400 | 9,700 ₹2,71,600 Lowest |
| 5.00 | Stone soling/Boulder filling dry hand packed under floor/ behind retaining wall as per direction and to the entire satisfaction of Engineer-in-charge. | 4.05 | Cum | 5,000 ₹20,250 | 4,850 ₹19,642.5 | 4,800 ₹19,440 Lowest |
Tender Value
₹2.6 L
EMD Value
₹5,260
Closing Date
30 Apr 2026, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
Construction of Retaining wall for protection of storage tank 1200000 liter capacity at Garouru
2026_HPIPH_134936_1
773-822 Dated 22-04-2026
Open Tender
Civil Works
Item Rate
Sandhole
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer
₹5,260
8 Jul 2026
22 Apr 2026
2 May 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation, trenches etc. in earth work, lift up to 1.50 meters stacking the excavated soil not more than 3 meter clear from the edge of excavation and the rreturning the stacked soil in 15 cm layer, when required into plinth sides of foundation etc. consolidating eache deposit layer by ramming and watering and disposing of all surplus excavated earth as directed with in a lead of 20 meters as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | - | Cum | - | - |
| - | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | - | - | - | - |
| - | Vertical surfaces such as wall any thickness | - | Sqmt | - | - |
| - | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in retainin walls/breast walls, the size of plums shall usually by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge. | - | Cum | - | - |
| - | Stone soling/Boulder filling dry hand packed under floor/ behind retaining wall as per direction and to the entire satisfaction of Engineer-in-charge. | - | Cum | - | - |
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