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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | ₹3.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.8 L+₹6,682 (1.80%)Rejected-Finance | ₹3.8 L+₹6,682 (1.80%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.8 L+₹12,054.50 (3.25%)Rejected-Finance VILL SOBLI P O DEVNAGAR TEHSIL RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹3.8 L+₹12,054.50 (3.25%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S KEDAR BHALUNI L3 | LEELA DEVI KAPATIA L1 | VINOD KUMAR GOVT CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | 22.4 | Cum | 330 ₹7,392 | 320 ₹7,168 Lowest | 325 ₹7,280 |
| 2.00 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 1.56 | Cum | 6,200 ₹9,672 | 6,100 ₹9,516 Lowest | 6,300 ₹9,828 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1cement: 5 sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 50.16 | Cum | 6,700 ₹3,36,072 | 6,500 ₹3,26,040 Lowest | 6,600 ₹3,31,056 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | ||||||
| 4.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 62.1 | Sqm | 430 ₹26,703 | 405 ₹25,150.5 Lowest | 425 ₹26,392.5 |
| 5.00 | Providing and Laying Weep hole of PVC pipe75 mm dia OD complete in all respect as per the direction of Engineer-in-charge. | 9 | Rmt. | 390 ₹3,510 | 380 ₹3,420 Lowest | 380 ₹3,420 Lowest |
Tender Value
₹3.6 L
EMD Value
₹7,159
Closing Date
4 Mar 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Cons of Breast wall at the Back side of Parking ground of Inspection Hut at Brow RD 12 to 24 12.00 mtrs.).
2026_HPIPH_129343_1
12838-83
Open Tender
Civil Works
Item Rate
120 days
Nirmand
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹7,159
20 Jul 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | 1 | Cum | - | - |
| 2Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 3 | Providing and laying cement concrete 1:5:10 (1cement: 5 sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 1 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||
| 4.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | - | Sqm | - | - |
| 5Providing and Laying Weep hole of PVC pipe75 mm dia OD complete in all respect as per the direction of Engineer-in-charge. | |||||
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