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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance NOT AVAILABLE | ₹7.7 L | L1 | Accepted-Finance L1 |
| 2 | l2₹7.8 L+₹4,482.25 (0.58%)Rejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹7.8 L+₹4,482.25 (0.58%) | l2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAMESH KUMAR L1 | Yog Raj 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. | 5.64 | Cum | 200 ₹1,128 Lowest | 200 ₹1,128 Lowest |
| 2.00 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | 6.75 | Cum | 200 ₹1,350 Lowest | 200 ₹1,350 Lowest |
| 3.00 | Providing and laying cement concrete 1:5:10(1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. | 96.75 | Cum | 6,500 ₹6,28,875 | 6,199 ₹5,99,753.25 Lowest |
| 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. | 118 | Sqm | 250 ₹29,500 Lowest | 350 ₹41,300 |
| 5.00 | Removal of slips & debries in all kind of soil such as unsaturated soil/saturated soil ,boulders and where rocky portion required blasting. Disposing of unserviceable material,stacking serviceable material and neatly dressing the surface including all leads and lift and to the entire satisfaction of Engineer in charge | 474 | Cum | 234 ₹1,10,916 Lowest | 280 ₹1,32,720 |
Tender Value
₹9.1 L
EMD Value
₹18,272
Closing Date
14 Jul 2026, 5:00 pmClosed
EE JSV Division Anni
EE JSV Division Anni
SH Co Retaining wall Breast wall at RD 2550 to 2560 10 mtrs, RD 2570 to 2580 10 mtrs. RD 2590 to 2600 10 mtrs. and Removal of slips
2026_HPIPH_138297_1
3555-3630
Open Tender
Civil Works
Item Rate
60 days
Nirmand
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹18,272
20 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
14 Jul 2026
7 Jul 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 foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | |||||
| 3Providing and laying cement concrete 1:5:10(1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. | |||||
| 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 | - | - |
| 5Removal of slips & debries in all kind of soil such as unsaturated soil/saturated soil ,boulders and where rocky portion required blasting. Disposing of unserviceable material,stacking serviceable material and neatly dressing the surface including all leads and lift and to the entire satisfaction of Engineer in charge | |||||
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