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Tender Value
₹5.9 Cr
EMD Value
₹5.9 L
Closing Date
22 Jun 2026, 5:00 pm
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction of bridge over Asuria Nallah at 1st Km. on Asuria to Kalinga Road (2x22.36) mtr. (Well Foundation) under SBY in the District of Keonjhar.
2026_CERWI_131828_1
NCB-06/RWCKJR/2026-27
National Competitive Bid
Civil Works - Bridges
450 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹5.9 L
Yes
10 Jun 2026
10 Jun 2026
23 Jun 2026
10 Jun 2026
22 Jun 2026
10 Jun 2026
10 Jun 2026 - 20 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 | Earth work in cutting in all kind of soil within 50m initial leads &1.5m initial lifts includingrough dressing and breakingclods to max 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per specification &direction of the Engineer-in-Charge . | 649.31 | cum | 311.55 | ₹2,02,291.6 | NI-49-4333-1 |
| 2 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. | 193.58 | qtl | 11,966.06 | ₹23,16,389.89 | NI-49-4333-2 |
| 3 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete.Upto 10.00 mtr depth (For 7.50 mtr dia Well) Abutment Left | 7 | rm | 28,422.79 | ₹1,98,959.53 | NI-49-4333-3 |
| 4 | For 7.00 mtr dia Well (Pier P1) | 4 | rm | 23,412.36 | ₹93,649.44 | NI-49-4333-4 |
| 5 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. (For 7.50 mtr dia Well) Abutment Left | 3 | rm | 1,25,849.05 | ₹3,77,547.14 | NI-49-4333-5 |
| 5.01 | (For 7.50 mtr dia Well) Pier No.01 | 3 | rm | 1,09,628.5 | ₹3,28,885.51 | NI-49-4333-6 |
| 6 | Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. (For 7.50 mtr dia Well) Abulment Left | 2.2 | rm | 3,43,804.89 | ₹7,56,370.76 | NI-49-4333-7 |
| 6.01 | For 7.00 mtr dia Well (Pier P1) | 2.31 | rm | 2,99,492.25 | ₹6,91,228.11 | NI-49-4333-8 |
| 7 | Construction of R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. (For 7.50 mtr dia Well) Abutment Left | 0.6 | rm | 6,86,618.59 | ₹4,11,971.15 | NI-49-4333-9 |
| 7.01 | For 7.00 mtr dia Well (Pier P1) | 0.6 | rm | 5,98,121.09 | ₹3,58,872.65 | NI-49-4333-10 |
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