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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L Quoted ₹13.2 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹13.4 LRejected-Finance OLD KARO BERMO DIST BOKARO | BERMO | BOKARO | ₹13.4 L | L2 | Rejected-Finance As per Approved TCR |
| 3 | L3₹13.5 LRejected-Finance | ₹13.5 L | L3 | Rejected-Finance As per Approved TCR |
| 4 | L4₹14.2 LRejected-Finance AT KASHMIR COLONY KURPANIA PO SUNDAY BAZAR DISTT BOKARO JHARKHAND 829127 | BOKARO | JHARKHAND | 829127 | ₹14.2 L | L4 | Rejected-Finance As per Approved TCR |
| 5 | L5₹14.3 LRejected-Finance BHUTKURU TUPKADIH JARIDIH BOKARO JHARKHAND 827010 | BOKARO | BOKARO | JHARKHAND | 827010 | ₹14.3 L | L5 | Rejected-Finance As per Approved TCR |
Tender Value
₹37.6 L
EMD Value
₹47,100
Closing Date
20 Apr 2026, 4:00 pmClosed
Staff Officer (Civil), BnK Area
Staff Officer (Civil), BnK Area, Kargali P.O.-BERMO, DIST.-BOKARO (JHARKHAND)-829104
Preparation of Monsoon by provision and repairing of Garland drain, cross drainage work in Mines CTR Road, repairing drainage work in Karo Railway Siding under Karo OCP of BnK Area
2026_CCL_358214_1
SO(C)/BnK/E -Tender/26-27/01/09, dt. 09.04.2026
Open Tender
Civil Works - Others
120 days
Karo OCP
As per NIT
3 documents required · 3 mandatory
₹47,100
13 May 2026
9 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
10 Apr 2026 - 14 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and rammingof bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50
m. All kinds of soil. | - | cum | - | - | - |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm | - | - | - |
| 3 | Hiring of JCB | - | Hour | - | - | - |
| 4 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading- II Material | - | Sqm | - | - | - |
| 5 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete 1000 mm dia RCC pipes. (Laying by manual/ machanical means) | - | meter | - | - | - |
| 6 | Supplying and filling sand bags including stitching ,placing at required site up to lead of 100 m .all complete as per direction of EIC. | - | Bags | - | - | - |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | cum | - | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources :
4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | - |
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