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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | Accepted-Technical Accepted |
| 3 | Accepted-Technical VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Accepted-Technical HOUSE NO 114 WARD NO 1 KRISHNA NAGAR TEH AND DISTT HAMIRPUR H P | Accepted-Technical Accepted |
Tender Value
₹49.9 L
EMD Value
₹99,764
Closing Date
10 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Nadaun
Excavation laying jointing and testing of DI pipe of 150mm dia of D/S DI K 7 150 mm From Police station to Kendriya Vidhyalaya Chamber LINE Construction of 23 Nos Manhole chamber of various size 5 Nos. Sub Chamber
2026_HPIPH_133257_1
No. JSV-EE-NDN-CB-Tender/2025-26/-
Open Tender
Civil Works
Item Rate
180 days
Nadaun
and Restoration of foot path Construction of pump House Butt Well PWD Rest House and Dhaynu Shmadhi and SE pumping machinery and Genrator Sets Job VII
8 documents required · 8 mandatory
₹2,000
EE Nadaun
₹99,764
16 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
3 Apr 2026 - 10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition below G.L. upto 1.50 meters depth and disposal of unserviceable material within 20 mtrs lead unreinforced cement concrete upto 15cm thickness within all leads and lifts. | - | Cum. | - | - |
| 2 | Excavation in foundations and trenches (for pipes and pits for other civil structures) upto all depths in all kinds of soil such as pick work, jumper work and saturated soil and paved surfaces including bailing or pumping out of water, chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge. | - | Cum | - | - |
| 3 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 1 | Cum. | - | - |
| 4 | Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | - | Cum. | - | - |
| 5 | Providing & laying cement concrete1:1:2 (1cement :1 Sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- | - | - | - | - |
| 6 | (i) Foundation,footing,bases of columns and the like & mass concrete. | - | Cum. | - | - |
| 7 | (ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level | - | Cum. | - | - |
| 8 | Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts | - | Cum. | - | - |
| 9 | Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg per sqm. On damp proof course after cleaning the surface with a floating piece of cloth lightly socked in Kerosene oil in all leads and lifts. | - | Sqm. | - | - |
| 10 | Squarred rubble masonary coursed with hard stone of approved quiality in foundation and plinth including racking out joints in cement mortar 1:6 (1cement:6sand) in all leads and lifts. | - | Cum. | - | - |
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