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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance | ₹6.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.8 LRejected-Finance | ₹6.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹7.4 LRejected-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | ₹7.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Chitar Singh L1 | Champa Devi L2 | Dine Ram L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 26.13 | Cum. | 610 ₹15,939.30 | 650 ₹16,984.50 | 700 ₹18,291 |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | ||||||
| 2.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 102.8 | Sqm | 500 ₹51,400 | 510 ₹52,428 | 600 ₹61,680 |
| 3.00 | 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 the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. | 43.69 | Cum | 13,000 ₹5.7 L | 13,900 ₹6.1 L | 15,000 ₹6.6 L |
Updated dates
Tender Value
₹5.0 L
EMD Value
₹9,971
Closing Date
1 Apr 2026, 11:00 amClosed
EE Jal shakti Division Katrain
EE Jal shakti Division Katrain
( SH-C/O Retaining wall to Protect WTP Soyal) under NABARD
2026_HPIPH_132224_20
EE Katrain 109561-600 dated 20.03.2026
Open Tender
Civil Works
60 days
Katrain
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹9,971
9 Apr 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | - | Cum. | - | - | itemH1Code1 | |
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | - | - | - | - | code1.02 | |
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | - | Sqm | - | - | itemH1Code2 | |
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 the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. | - | Cum | - | - | code1.05 |
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