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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹9.1 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹9.7 L+₹54,202.70 (5.95%)Rejected-Finance | ₹9.7 L+₹54,202.70 (5.95%) | L2 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | Ashwani L2 | SUNIL KUMAR L1 |
|---|---|---|---|---|---|
| 1.00Excavation in foundations,trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. 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 then disposing of all surplus excavated earth as directed within a lead of 20mtrs. Pick, jumper work with in all leads and lifts. | |||||
| 1.01 | Earth work without dewatering | 73.85 | Cum | 350 ₹25,847.5 | 300 ₹22,155 Lowest |
| 1.02 | Earth work with dewatering | 295.37 | Cum | 470 ₹1,38,823.9 | 450 ₹1,32,916.5 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth. Within all leads and lifts. | 5.27 | Cum | 5,300 ₹27,931 | 5,250 ₹27,667.5 Lowest |
| 3.00Providing and laying cement concrete 1:1.5:3(1 cement: 1.5sand: 3graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforced work for rainforcement cement concerete work with in all leads and lifts. | |||||
| 3.01 | Foundation footing basis of columns etc. and mass concrete | 11.19 | Cum | 7,850 ₹87,841.5 | 7,800 ₹87,282 Lowest |
| 3.02 | Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. | 19.16 | Cum | 8,750 ₹1,67,650 | 8,700 ₹1,66,692 Lowest |
| 4.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:- | |||||
| 4.01 | Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts. | 139.5 | Sqm | 312 ₹43,524 | 300 ₹41,850 Lowest |
| 4.02 | Flat surfaces,such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness within all leads and lifts. | 32.51 | Sqm | 450 ₹14,629.5 | 400 ₹13,004 Lowest |
Tender Value
₹8.4 L
EMD Value
₹16,893
Closing Date
11 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Divisiion Shahpur
(SH- C/O RCC infiltration gallery 10 mtr long).
2026_HPIPH_140376_1
SHP/KNG15-754/EA-I/NIT/2026- 4081-4130 dt 01/08/2026
Open Tender
Civil Works
Item Rate
30 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹16,893
24 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
1 Aug 2026 - 11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations,trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. 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 then disposing of all surplus excavated earth as directed within a lead of 20mtrs. Pick, jumper work with in all leads and lifts. | |||||
| 1.01 | Earth work without dewatering | 73.85 | Cum | - | - |
| 1.02 | Earth work with dewatering | 295.37 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth. Within all leads and lifts. | 5.27 | Cum | - | - |
| 3Providing and laying cement concrete 1:1.5:3(1 cement: 1.5sand: 3graded stone agg.20mm nominal size) and curing complete excluding cost of form work and reinforced work for rainforcement cement concerete work with in all leads and lifts. | |||||
| 3.01 | Foundation footing basis of columns etc. and mass concrete | 11.19 | Cum | - | - |
| 3.02 | Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. | 19.16 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring,shuttering,propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:- | |||||
| 4.01 | Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts. | 139.5 | Sqm | - | - |
| 4.02 | Flat surfaces,such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness within all leads and lifts. | 32.51 | Sqm | - | - |
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