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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance | ₹6.4 L | L1 | Accepted-Finance Eligible |
| 2 | L2₹8.1 LRejected-Finance VILLAGE P O DHALIARA TEHSIL DEHRA DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | ₹8.1 L | L2 | Rejected-Finance In Eligible |
| 3 | L3₹8.1 LRejected-Finance | ₹8.1 L | L3 | Rejected-Finance In Eligible |
| 4 | Not Admitted-Fee/PreQual/Technical R O VILLAGE KALYANA P O KANLOG TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Ishan Sharma L2 | Chitar Singh L3 | Shiwani L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kinds of soil in all leads and lifts such a spade work , pick work , jumper work Saturated/Unsaturated soil blasting work in soft/ hard rock chiseling/wedging out rock where blasting is prohibited in all leads and lifts stacking the useful material available from cutting work and handing over the useful material to the department free of cost as per direction of the Engineer in charge with in all leads and lifts. | 10.4 | Cum | 300 ₹3,120 | 199 ₹2,069.6 Lowest | 300 ₹3,120 |
| 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/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 17.02 | Cum | 300 ₹5,106 Lowest | 350 ₹5,957 | 400 ₹6,808 |
| 3.00 | Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | 4.17 | Cum | 9,000 ₹37,530 Lowest | 9,000 ₹37,530 Lowest | 9,000 ₹37,530 Lowest |
| 4.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in : | ||||||
| 4.01 | Foundations, footings, bases of columns and the like and mass concrete. | 2.6 | Cum | 14,000 ₹36,400 | 11,900 ₹30,940 Lowest | 13,700 ₹35,620 |
| 5.00 | Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge. | 155 | Kg | 95 ₹14,725 Lowest | 99 ₹15,345 | 102 ₹15,810 |
| 6.00 | Centring & shuttering including strutting, propping etc. & removal of form for foundations, footings, bases of columns etc. for mass concrete complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. | 2.89 | Sqm | 400 ₹1,156 | 390 ₹1,127.1 | 350 ₹1,011.5 Lowest |
| 7.00 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. | 2.64 | cum | 300 ₹792 Lowest | 4,900 ₹12,936 | 2,200 ₹5,808 |
| 8.00 | Providing and fixing double flanged Cast steel sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make 40 mm dia for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lifts. | 3 | Each | 6,000 ₹18,000 Lowest | 19,900 ₹59,700 | 9,000 ₹27,000 |
| 9.00Providing, supplying and fixing of ISI marked GI union IS 1879:2010 (third revision ) with in all leads and lifts as per the entire satisfaction of Engineer in charge. | ||||||
Tender Value
₹9.2 L
EMD Value
₹18,500
Closing Date
17 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
SH Providing fabrication and errection of MS Zinc Aluminium Steel storage tank of 40000 ltr at Tosh Under PDNA
2026_HPIPH_140778_1
5218-67 Tosh
Open Tender
Civil Works
Item Rate
60 days
Tosh
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹18,500
21 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all kinds of soil in all leads and lifts such a spade work , pick work , jumper work Saturated/Unsaturated soil blasting work in soft/ hard rock chiseling/wedging out rock where blasting is prohibited in all leads and lifts stacking the useful material available from cutting work and handing over the useful material to the department free of cost as per direction of the Engineer in charge with in all leads and lifts. | 10.4 | Cum | - | - |
| 2 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 17.02 | Cum | - | - |
| 3 | Providing and laying cement concrete 1:4:8( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | 4.17 | Cum | - | - |
| 4Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in : | |||||
| 4.01 | Foundations, footings, bases of columns and the like and mass concrete. | 2.6 | Cum | - | - |
| 5 | Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge. | 155 | Kg | - | - |
| 6 | Centring & shuttering including strutting, propping etc. & removal of form for foundations, footings, bases of columns etc. for mass concrete complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge. | 2.89 | Sqm | - | - |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. | 2.64 | cum | - | - |
| 8 | Providing and fixing double flanged Cast steel sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make 40 mm dia for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lifts. | 3 | Each | - | - |
| 9Providing, supplying and fixing of ISI marked GI union IS 1879:2010 (third revision ) with in all leads and lifts as per the entire satisfaction of Engineer in charge. | |||||
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