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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹15.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹16.5 L+₹86,442 (5.53%)Rejected-Finance NA | ₹16.5 L+₹86,442 (5.53%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹17.1 L+₹1.5 L (9.64%)Rejected-Finance HOUSE NO 214 WARD NO 2 TEHSIL SUJANPUR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹17.1 L+₹1.5 L (9.64%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical NA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Chander Singh thakur L2 | Yashwant Singh L1 | RAJNEESH THAKUR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge | 39.42 | Cum | 550 ₹21,681 | 500 ₹19,710 Lowest | 600 ₹23,652 |
| 2.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 55.23 | Cum | 650 ₹35,900 | 550 ₹30,377 Lowest | 690 ₹38,109 |
| 3.00 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 14.16 | Cum | 9,500 ₹1,34,520 | 9,000 ₹1,27,440 Lowest | 9,800 ₹1,38,768 |
| 4.00 | P/L cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 112.38 | Cum. | 10,500 ₹11,79,990 | 10,000 ₹11,23,800 Lowest | 11,000 ₹12,36,180 |
| 5.00Providing 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: | ||||||
| 5.01 | Vartical surface such as wall (any thickness). | 115.57 | Sqmt | 550 ₹63,564 | 520 ₹60,096 Lowest | 600 ₹69,342 |
| 5.02 | Boulder/Stone Filling behind the retaining wall. | 61.05 | Cum | 3,500 ₹2,13,675 | 3,300 ₹2,01,465 Lowest | 3,400 ₹2,07,570 |
Tender Value
₹14.3 L
EMD Value
₹28,509
Closing Date
30 Jul 2026, 11:00 amClosed
EE Rohru
JSV Division Rohru
SH RR CC Retaining wall to Front side protect The sump well at RD 00 to 017 and Co CC RW to right side protect the sump well at RD 00 to 013 and Co CC Brest wall to around protect the sump well at Rds 00 to 018
2026_HPIPH_139810_1
No.JSV-RD-AB-tender 2026-3479-3520 DT. 23.07.2026
Open Tender
Civil Works
Item Rate
-
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
EE Rohru
₹28,509
16 Sept 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge | 39.42 | Cum | - | - |
| 2 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 55.23 | Cum | - | - |
| 3 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 14.16 | Cum | - | - |
| 4 | P/L cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 112.38 | Cum. | - | - |
| 5Providing 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: | |||||
| 5.01 | Vartical surface such as wall (any thickness). | 115.57 | Sqmt | - | - |
| 5.02 | Boulder/Stone Filling behind the retaining wall. | 61.05 | Cum | - | - |
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