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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹4.3 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹4.5 L+₹17,174.60 (3.99%)Rejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹4.5 L+₹17,174.60 (3.99%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.5 L+₹18,616.20 (4.33%)Rejected-Finance | ₹4.5 L+₹18,616.20 (4.33%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L3 | Yashwant Singh L1 | Mohit Khimta L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth up to a lead of 20mtrs (twenty metres) and lift up to 1.50 mrs (one point fifty metres) disposing earth to be leveled and neatly dressed | 14.73 | Cum. | 200 ₹2,946 Lowest | 320 ₹4,713.6 | 400 ₹5,892 |
| 2.00 | Removal of slips in all kinds of soil including saturated soil but excluding boulders & rock protion req. belasting) up to a distance of 20mtrs. Disposing unserviceable material and neatly dressing the surface.with in all leads and lifts as directed by the Engineer-in-charge. | 164.7 | Cum. | 250 ₹41,175 | 250 ₹41,175 | 240 ₹39,528 Lowest |
| 3.00 | Clearing Jungle including uprooting of rank vegetations, grass, brush wood, trees and saplings of grith upto 30 cm | 380 | Sqm. | 10 ₹3,800 Lowest | 18 ₹6,840 | 16 ₹6,080 |
| 4.00Cement concrete lining 15cm thick or less for irrigation channels,using cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | ||||||
| 4.01 | Hand mixed concrete lining in bed | 5.63 | Cum. | 6,800 ₹38,284 | 8,500 ₹47,855 | 6,700 ₹37,721 Lowest |
| 4.02 | Hand mixed concrete lining on hill side | 5.63 | Cum. | 7,100 ₹39,973 | 8,500 ₹47,855 | 7,000 ₹39,410 Lowest |
| 5.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 120.36 | Sqm. | 190 ₹22,868.4 Lowest | 330 ₹39,718.8 | 300 ₹36,108 |
| 6.00 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. | 2.91 | Cum. | 5,800 ₹16,878 Lowest | 6,800 ₹19,788 | 6,100 ₹17,751 |
| 7.00 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | 22.68 | Cum. | 6,200 ₹1,40,616 Lowest | 6,600 ₹1,49,688 | 6,200 ₹1,40,616 Lowest |
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
10 Apr 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Restoration of rain damages of FIS Sharan in GP Pandranu in Tehsil Jubbal Distt Shimla HP Sub Head Laying and butt welding of Gl pipes Removal of slip and C/O RCC supporting pillars
2026_HPIPH_133088_6
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹13,000
11 Jun 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in earth work and disposal of all excavated earth up to a lead of 20mtrs (twenty metres) and lift up to 1.50 mrs (one point fifty metres) disposing earth to be leveled and neatly dressed | - | Cum. | - | - |
| - | Removal of slips in all kinds of soil including saturated soil but excluding boulders & rock protion req. belasting) up to a distance of 20mtrs. Disposing unserviceable material and neatly dressing the surface.with in all leads and lifts as directed by the Engineer-in-charge. | - | Cum. | - | - |
| - | Clearing Jungle including uprooting of rank vegetations, grass, brush wood, trees and saplings of grith upto 30 cm | - | Sqm. | - | - |
| - | Cement concrete lining 15cm thick or less for irrigation channels,using cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | - | - | - | - |
| - | Hand mixed concrete lining in bed | - | Cum. | - | - |
| - | Hand mixed concrete lining on hill side | - | Cum. | - | - |
| - | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | - | - | - | - |
| - | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | - | Sqm. | - | - |
| - | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. | - | Cum. | - | - |
| - | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | - | Cum. | - | - |
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