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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Not Admitted-Fee/PreQual/Technical VILLAGE PO AND TEHSIL DEHRA DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹55.8 L
EMD Value
₹1.1 L
Closing Date
2 Sept 2026, 11:00 amClosed
EE Jawalamukhi
Jal Shakti Division Jawalamukhi
CO 2 Nos. Pump House near Tube well at Bohal Khalsa, Gured, Rising main, Pumping machinery and Distribution system of Tube well at Bohal Khalsa, Gured.
2026_HPIPH_141925_1
2747-81 Dated 22.08.2026
Open Tender
Civil Works
Item Rate
180 days
EE JSD Jawalamukhi
As applicable.
7 documents required · 7 mandatory
₹2,000
EE JSD Jawalamukhi
₹1.1 L
28 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations,trenches etc.in earth work in all kind & upto all height stacking in excavate soil not more than 3mt clear from the edge of the excavation & then returning the stacked soil in 15cm layers,when required into plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 2,066.79 | P/Cum | - | - |
| 2 | Providing and laying cement concrete 1:6:12(One cement :Six sand : Twelve graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 5.8 | P/Cum | - | - |
| 2.1 | 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) with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 25.38 | P/Cum | - | - |
| 2.2 | Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (One cement:two sand: four graded stone aggregate 12.50mm nominal size and curing complete with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 13.56 | P/Sqm | - | - |
| 2.3 | 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 piece of cloth lightly socked in kerosene oil with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 13.56 | P/Sqm | - | - |
| 2.4 | Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (One cement: Six sand) with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 19.18 | P/Cum | - | - |
| 3 | Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought, framed and fixed in position in 2nd class deodar wood with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 0.36 | P/Cum | - | - |
| 4 | Providing and fixing glazed and panelled glazed or panelled and glazed shutters for doors windows & clear story windows including black enamelled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood with in all lead and lifts complete in all respect as per direction of Engineer in charge. | 8.06 | P/Sqm | - | - |
| 5 | Providing and fixing wire gauge shutters using glavanised MS wire gauge of IS gauge destination 85 G with wire of dia 0.56mm for doors, windows including bright finished black enamelled iron hinges with necessary screws 40mm thick 2nd class deodar wood (40mm thick) With in all lead and lifts complete in all respect as per direction of Engineer in charge. | 5.74 | P/Sqm | - | - |
| 6Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:- | |||||
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