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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance VILL SHARGHAL P O PARALA TEHSIL THEOG DISTT SHIMLA H P | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹9.0 LAdmitted-Finance | ₹9.0 L | L2 | Admitted-Finance |
| 3 | L3₹9.2 LAdmitted-Finance | ₹9.2 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Surinder Singh Verma L2 | Manoj Rayta L3 | ROHIT BEAKTA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Removal of slips in all kind of soil including saturated soils but excluding boulder and rocky portion requiring blasting upto a distance 20 meter disposing of unserviceable materials and stacking serviceable materials and neatly dressed the surface in all leads and lifts. | 315.68 | Cum | 385 ₹1.2 L | 420 ₹1.3 L | 380.17 ₹1.2 L |
| 2.00 | Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge. | 212.85 | Cum | 680 ₹1.4 L | 680 ₹1.4 L | 650.17 ₹1.4 L |
| 3.00 | Lowering, laying and jointing HDPE pipe 110 mm (conforming to IS: 4984-2016) | 1,600 | Rmt | 95 ₹1.5 L | 110 ₹1.8 L | 105.17 ₹1.7 L |
| 4.00 | Cutting in earth work in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited and disposal of excavated earth within all leads and lifts. | 13.5 | Cum | 500 ₹6,750 | 460 ₹6,210 | 450.17 ₹6,077.30 |
| 5.00 | 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 cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications. | 3.11 | Cum | 8,000 ₹24,880 | 7,800 ₹24,258 | 7,500.17 ₹23,325.53 |
| 6.00 | Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) in cement mortar 1:4 (1 cement : 4 sand) in breast walls and retaining walls and retaining walls. | 21.6 | Cum | 9,100 ₹2.0 L | 8,600 ₹1.9 L | 8,500.17 ₹1.8 L |
| 7.00 | CEMENT CONCRETE LINING 15 CMS. THICK OR LESS FOR IRRIGATION CHANNEL USING CEMENT CONCRETE 1 : 3 : 6 (20 mm NOMINAL SIZE) HAND MIXED CONCRETE LINING IN Bed. | 10.5 | Cum | 15,700 ₹1.6 L | 16,200 ₹1.7 L | 15,500.17 ₹1.6 L |
| 8.00 | Lowering, laying and jointing HDPE pipe 315 mm (conforming to IS: 4984-2016) | 120 | Rmt | 700 ₹84,000 | 680 ₹81,600 | 658.17 ₹78,980.40 |
Tender Value
₹8.0 L
EMD Value
₹16,100
Closing Date
6 Apr 2026, 5:00 pmClosed
EE JSD Pooh
Executive Engineer Jal Shakti Division Pooh Distt. Kinnaur HP
SH Removal of Slip CC Lining LJ Of HDPE Pipe dia 110 315 mm CO PCC wall RR masonary wall
2026_HPIPH_132637_1
KNR-EE-JSDP-2025-14687-14787
Open Tender
Civil Works
EE JSD Pooh
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹16,100
Yes
24 Apr 2026
27 Mar 2026
7 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Removal of slips in all kind of soil including saturated soils but excluding boulder and rocky portion requiring blasting upto a distance 20 meter disposing of unserviceable materials and stacking serviceable materials and neatly dressed the surface in all leads and lifts. | ||||||
| 2 | Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3Lowering, laying and jointing HDPE pipe 110 mm (conforming to IS: 4984-2016) | ||||||
| 4Cutting in earth work in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited and disposal of excavated earth within all leads and lifts. | ||||||
| 5 | 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 cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) in cement mortar 1:4 (1 cement : 4 sand) in breast walls and retaining walls and retaining walls. | ||||||
| 7CEMENT CONCRETE LINING 15 CMS. THICK OR LESS FOR IRRIGATION CHANNEL USING CEMENT CONCRETE 1 : 3 : 6 (20 mm NOMINAL SIZE) HAND MIXED CONCRETE LINING IN Bed. | ||||||
| 8Lowering, laying and jointing HDPE pipe 315 mm (conforming to IS: 4984-2016) | ||||||
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