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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical all documents found to be in order |
| 2 | Accepted-Technical BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | Accepted-Technical all documents found to be in order |
| 3 | Accepted-Technical VILLAGE GAWALTH P O KUINAL TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | Accepted-Technical all documents found to be in order |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-contractor has not upload the certificate of site visit Which is not fullfil the DNIT required. |
Tender Value
₹4.8 L
EMD Value
₹9,570
Closing Date
26 Sept 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
Construction of reinforcement cement concrete storage Tank of 50000 litres capacity at Civil Hospital Kangra. (Deposit Work)
2026_HPIPH_143585_1
EE/JSDK/EA-I/Tender/2026- 6142-91 Dt.16-09-2026
Open Tender
Civil Works
Item Rate
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹9,570
1 Oct 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
16 Sept 2026 - 26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer 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 by the Engineer-in-charge. | 20.5 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 1.85 | Cum | - | - |
| 3Providing and laying cement concrete 1:1½ :3 (One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work andd reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 4.64 | Cum | - | - |
| 3.02 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | 12.5 | Cum | - | - |
| 3.03 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 0.9 | Cum | - | - |
| 3.04 | Arches exceeding six metre span within all leads and lifts as per the direction Engineer-in-charge. | 1.36 | Cum | - | - |
| 4Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||
| 4.01 | Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge. | 116.72 | Sqmt. | - | - |
| 5Providing form work of ordinary timber planking 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 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||
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