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Tender ID
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
7 Apr 2026, 3:00 pmClosed
Unit Head
O/o Sr. GM(El),HHEP,Burla
Construction of Counterfort Retaining wall near Power Channel bank at RD-10500 ft of HHEP, Burla
2026_OHPCL_127432_1
HHEP-27/2026
Open Tender
Civil Works - Bridges
Percentage
90 days
Burla
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹1.0 L
Yes
8 Sept 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
23 Mar 2026 - 2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Construction of coffer dam with ordinary / random soil obtained from locality with all lift and leads transporting to the site spreading, grading to required slope and compacting to meet requirement with all lead and lift | - | Cum | - | - |
| - | Dewatering by submersible pump, Model G-1002T 3phase, 415volt | - | Hrs | - | - |
| - | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stony earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete | - | Cum | - | - |
| - | Excavation of hard rock of all toughness in canal and cutoff trench of earth dam and other deep cutting sections by mechanical drilling and appropriate blasting with all lifts and delifts, loading into and transportation by transport vehicle within 1km of initial lead and depositing the excavated materials neatly in specified dump yard as direction by Engineer-in-charge and trimming of bed and slope to the design finished section by manually, if necessary complete (Recovery of useful materials of all sizes will normally be 0.7cum per cum of excavation measured in dump condition. In case of change of recovery due to rock condition, percentage is to be fixed by Chief Engineer-in-charge. | - | Cum | - | - |
| - | Fixing 25mm dia anchor bars in foundation rock including drilling 35mm dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of MS rods for dams, barrages and power house structures including pull testing of 30% of anchors | - | RM | - | - |
| - | Supply and filling in foundation and plinth with sand watered and rammed including the cost, conveyance, royalty, all other taxes and labour charges etc complete | - | Cum | - | - |
| - | Cement concrete (1:3:6) with 4cm size hard granite metal including the cost, conveyance, royalty, all other taxes and labour charges etc complete | - | Cum | - | - |
| - | RCC work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying and compacting concrete, watering and curing and finishing the exposed surface smooth, providing grooves or beds where necessary including cost of all materials (excluding cost of tor steel) and cost of all labour with T&P required as per direction of Engineer-in-charge | - | Cum | - | - |
| - | Supply, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including, cost, conveyance, taxes of all materials and labour complete as per direction of Engineer-in-charge | - | Qntl | - | - |
| - | Providing form work for concrete with F2 finish for all permanently exposed surfaces not prominently exposed to public view such as in galleries, adits, bridges, retaining wall, open spillways etc with steel shutters or plywood shutters including supply of rigid tie and supports with all labour, materials, and T&P complete including finishing complete as directed by the Engineer-in-charge (abrupt surface irregularities over 5mm and gradual over 10mm measured with 1.5 and gradual over 10mm measured with 1.5m template is not permitted) | - | Sqm | - | - |
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details.html
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Tendernotice_1.pdf
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DTCN272026.pdf
Tender Documents • 1.87 MB
officememorandum.pdf
Additional Documents • 0.57 MB
Procedureforonlinepayment.pdf
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OfficememorandumAPS.pdf
Additional Documents • 1.18 MB
BOQ_585665.xls
BOQ • 0.24 MB
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