Tender For Construction Of Check Dam Over Uttalijore Nall Near Village Bandupali For Water Supply To Bijepur N.A.C In Bijepur Block Of Bargarh District
Tender Value
5.65 Crore
Estimated cost
Bid Submission
27 Feb 2023
0 days left
EMD
5.65 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bijepur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam Over Uttalijore Nall Near Village Bandupali For Water Supply To Bijepur N.A.C In Bijepur Block Of Bargarh District
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Constructionof Check Dam Over UttalijoreNallNear Village Bandupali for Water Supply to BijepurN.A.C in Bijepur Block of Bargarh District |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony earth, gravel, moorum, etc. interspread with boulderup to 0.50 cum. size in foundation cutting, desilting of canalsincluding removal of all organic materials such as shrubs, bushes and uprooting of stumps and roots of trees with all leads, lifts including trimming of slope and bed to design section, dressing and depositing the excavated materials away from work site with 1.00 Km lead and with all lift & delifts dewatering including supplying and maintenance of equipments, haul roads and approach roads, T&P materials etc. all complete as per the approved design, drawing, specification and direction of the Engineer-in-charge. |
| 3 | Excavation, loading, unloading and carriage by mechanical means of D.I.Rock, laterite and soft rock etc. interspread with boulderup to 0.50 cum. size in foundation cutting, desilting of canalsincluding removal of all organic materials such as shrubs, bushes and uprooting of stumps and roots of trees with all leads, lifts including trimming of slope and bed to design section, dressing and depositing the excavated materials away from work site with 1.00 Km lead and with all lift & delifts dewatering including supplying and maintenance of equipments, haul roads and approach roads, T&P materials etc. all complete as per the approved design, drawing, specification and direction of the Engineer-in-charge. |
| 4 | Excavation, loading, unloading and carriage by mechanical means of hard rock, graniteetc. interspread with boulderup to 0.50 cum. size in foundation cutting, desilting of canalsincluding removal of all organic materials such as shrubs, bushes and uprooting of stumps and roots of trees with all leads, lifts including trimming of slope and bed to design section, dressing and depositing the excavated materials away from work site with 1.00 Km lead and with all lift & delifts dewatering including supplying and maintenance of equipments, haul roads and approach roads, T&P materials etc. all complete as per the approved design, drawing, specification and direction of the Engineer-in-charge. |
| 5 | Filling Foundation & Plinth with excavated earth including laying in layers of 0.30m in depth watering ramming etc. complete as per the direction of Engineer-in-charge. |
| 6 | Cement concrete M-15 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting lowering and laying the concrete in position to proper slope and level up to all height and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering ,curing for required period cost conveyance royalty and other taxes of all materials labour T&P materials required for this item including hire and running charge of the machineries complete as directed by the Engineer-in-charge. |
| 7 | Reinforced Cement concrete M-20 gradewith crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting lowering and laying the concrete in position to proper slope and level up to 1.50 m below/height from avarage ground level and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering ,curing for required period cost conveyance royalty and other taxes of all materials labour T&P materials required for this item including hire and running charge of the machineries complete as directed by the Engineer-in-charge. |
| 8 | Straightening ,Cutting bending binding and tying the grills as per approved design and specification placing in position for fixing of reinforcement including providing lapping where necessary and supplying of binding wire 18 to 20gauge with cost conveyance all taxes of HYSD bars of SAIL/TATA make with all labour & T&P materials requiredfor the item complete in all respect as directed by the Engineer -in-Charge (weight of binding wire is not including for payment purpose) |
| 9 | Providing & removing rigid and smooth centering & shuttering for Plain Cement Concrete/reinforced cement concrete works including false work and dismantling the same after casting with supply of all labour & T&P required for the work etc. complete in all respect as directed by the Engineer in Charge.(for Foundation and Plinth) |
| 10 | Providing & removing rigid and smooth centering & shuttering for Plain Cement Concrete/reinforced cement concrete works including false work and dismantling the same after casting with supply of all labour & T&P required for the work etc. complete in all respect as directed by the Engineer in Charge.(for Walls & Fins) |
| 11 | Rough stone dry packing in aprons and revetments to all heights with Hard Stone of 1 Cft. and above weighing not less than 160ibs/Cft. Quarried of approved quality including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge (Minimum 1/6 volume will be deducted towards voids) |
| 12 | Collecting, Supplying good laterite moorum for Road and embakment of approved quality at work sitewith spreading& rolling with light HRR well watered and rammed with all leads & lift & delift including cost, conveyance, royalty and other taxes of all materials complete in all respect as directed by the Engineer-in-Charge. |
| 13 | Providing& fixing P.V.C. water stopperfor contraction joint as per approved drawing & design including fixing in proper aligment and joining with approved adhesiveetc. including cost of P.V.C. water stoppercost, conveyance and other taxes of all materials complete in all respect as directed by the Engineer-in-Charge. |
| 14 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with in initial lead of 5.00km on properly prepared and scientifically approved surface including breaking the clods to maximum 5cm to 7cm and spreading and leveling the earth in 22.5cm layers to make ready for watering and compaction with appropriate mechanical means but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul roads and borrow area etc. complete as directed by the Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted level section under OMC condition) |
| 15 | Ramming, rolling earth work with light H.R.R.in embankment in layers not exceeding 0.30m in depth including watering, labour T&P materials required for this item including hire charge of the HRR complete as directed by the Engineer-in-charge. |
| 16 | Earthworkin hard soil with 2 extra lead over initial lead of 50mtr and initial lift of 1.5m including roughdressing & breaking clods to maximum 5cm to 7 cm size & depositing the excavated materials in layers not exceeding 0.30mtr in depth etc complete and as directed by the Engineer-in-charge. (Measurement to be taken on finished level section). |
| 17 | Providing& Constructing temporary sand bag structure for cofferdam including collecting, supplying stacking, filling sand bags, sewing & placing in position to the profile withall leads , lifts ,delfts withcost conveyance royality, taxes etc complete as directed by the Engineer-in-charge. |
| 18 | Providingweep holes in plain/ rainforced concrete aboutment wing wall return wall with 50 mm dia PVC pipesextendingthrough the full width of the structure with slop 1V :20H towards drainingfaceincludingcost of carriageroyalityand taxes of all materials ,supply of al labourabd T&P and supervisionchargesrequiredfor the items etc.Complete all respectas per approveddesing,drawingspecificationand as perthe directionof the Engineer -in-Charge |
AI Tender Summary
Tender Timeline
Feb 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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