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Tender Value
₹45.6 L
EMD Value
₹45,700
Closing Date
12 Jun 2026, 5:00 pm7d left
SUPERINTENDING ENGINEER
O/O THE S.E. M.I.DIVISION,ANANDAPUR, AT/PO-SALAPAD
Improvement to Kalimati MIP in Ghatagaon block of keonjhar district under CRITICAL grant for the year 2026-27
2026_CEMIB_130393_2
Bid Identification No.- 01 / MIDA / 2026-27
Open Tender
Civil Works - Water Works
120 days
GHATAGAON
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹45,700
Yes
2 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 2026
12 Jun 2026
2 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Cleaning shurb jungle including uprooting stumps & small bushes and removal of rubbish up to a distance of 50m outside the periphery of the area | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation, loading , unloading and carriage by mechanical means of all kind of soil including moorum. stoney earth, gravel etc. interspread with boulders up to 1/2 cum in 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 EIC within an initial lead of 1 km. from the place of excavation complete. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Filling foundation and plinth with filling sand including watering and ramming with cost, carriage, royalty etc. complete as per the direction of the Engineer-in-charge. | 1 | Cum | 1 | ₹1 | BI01010001010000000000000515BI0100001115 |
| 4 | Cement concrete M15 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge. | - | Cum | 1 | - | BI01010001010000000000000515BI0100001116 |
| 5 | Cement concrete M20 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Straightening, cutting, bending, binding and lying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge. (Weight of binding wire is not included for payment) | - | Qntl | 1 | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing rigid shuttering with box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T & P. etc. complete as per the direction of the Engineer-in-charge including removal of forms. | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing weep holes in Brick masonary / plain / Reinforced Concrete aboutment, wingwall / Return wall with 50mm dia PVC pipe Sch. 80, extending through the full width of the structure with slope of 1 V : 20 H towards drawing face etc. complete as per drawing and technical specification. | 1 | Rmt | 1 | ₹1 | BI01010001010000000000000515BI0100001120 |
| 9 | Earth work in ordinary soil within 50m initial lead & 1.50m initial lift including rough dressing and breaking clods maximum 5 cm to 7cm and laying in layers not exceeding 0.30m in depth etc. complete as per the direction of the Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Rough stone dry packing in approns and revetments with h.g. stones15 cm to 30 cm including cost, carriage & Royalty etc. complete as pre the direction of the Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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