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Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
12 Oct 2026, 6:00 pm4d left
ADDL CHIEF ENGINEER, DRAINAGE CIRCLE KATAKA
OFFICE OF THE ADDL CHIEF ENGINEER, DRAINAGE CIRCLE, KATAKA PIN 753003
INFRASTRUCTURE DEVELOPMENT OF HUKITOLA ISLAND IN KENDRAPADA DISTRICT
2026_CEDC_141635_1
ACEDC-CTC/DD-KPD-02/2026-27
National Competitive Bid
Civil Works - Others
Percentage
330 days
MAHAKALAPADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
Yes
25 Sept 2026
25 Sept 2026
13 Oct 2026
25 Sept 2026
12 Oct 2026
25 Sept 2026
25 Sept 2026 - 1 Oct 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 |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all kind of soil within 50 m, initial lead and1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth and earth trasported by transport vehicles as per the direction of the Engineer-in-charge. | 582 | cum | 311.5 | ₹1,81,293 |
| 2 | Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. but excluding the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. | 177.38 | cum | 7,611.49 | ₹13,50,126.1 |
| 3 | Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layers by ramming and watering, lead up to 50m and lift up to 1.5 mt etc. including cost of all labour, sundries T & P etc complete in all respect as per the direction of Engineer-In-Charge. | 169.28 | cum | 207.7 | ₹35,159.46 |
| 4 | RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost of centering & shuttering as per direction of the Engineer in charge. Ground Floor Raft | 34.34 | cum | 8,556.9 | ₹2,93,843.95 |
| 5 | Plinth Beam | 4.63 | cum | 9,441.7 | ₹43,715.07 |
| 6 | Column | 8 | cum | 20,471.7 | ₹1,63,773.6 |
| 7 | Beam | 11.32 | cum | 20,471.7 | ₹2,31,739.64 |
| 8 | Lintel | 1.34 | cum | 16,376.1 | ₹21,943.97 |
| 9 | Slab | 14.68 | cum | 15,982.7 | ₹2,34,626.04 |
| 10 | R.C.C Wall | 17.26 | cum | 13,661.7 | ₹2,35,800.94 |
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details.html
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Tendernotice_1.pdf
PDF • 0.32 MB
techhukitola1.pdf
Tender Documents • 3.46 MB
BOQ_610797.xls
BOQ • 0.31 MB
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