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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC DHAMDHAMIA PURNADIH TUMANG HESALONG KHALARI RANCHI JHARKHAND 829202 | RANCHI | RANCHI | JHARKHAND | 829202 | ₹32.2 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹33.4 L+₹1.2 L (3.66%)Rejected-Finance | ₹33.4 L+₹1.2 L (3.66%) | L2 | Rejected-Finance Non L1 Bidder |
| 3 | L3₹36.4 L+₹4.2 L (12.9%)Rejected-Finance VILL MARANG LOIYA AT BALUMATH BLOCK COLONY PO BALUMATH PS BALUMATH DIST LATEHAR JHARKHAND 829202 | BALUMATH | LATEHAR | JHARKHAND | 829202 | ₹36.4 L+₹4.2 L (12.9%) | L3 | Rejected-Finance Non L1 Bidder |
| 4 | L4₹36.9 L+₹4.7 L (14.6%)Rejected-Finance | ₹36.9 L+₹4.7 L (14.6%) | L4 | Rejected-Finance Non L1 Bidder |
| 5 | L5₹46.3 L+₹14.1 L (43.7%)Rejected-Finance 00 HANSH NAGAR RADHA RAMAN ROAD MAINPURI MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | ₹46.3 L+₹14.1 L (43.7%) | L5 | Rejected-Finance Non L1 Bidder |
Tender Value
₹49.4 L
EMD Value
₹61,800
Closing Date
8 May 2026, 6:00 pmClosed
SO(C) Rajhara Area
GENERAL MANAGER RAJHARA AREA, CHANDWA
Construction of Toe Wall around the OB dump of Rajhara OCP, Rajhara Area
2026_CCL_358825_1
SO(C)/RA/e-tender/06/26-27/25 dt-27.04.2026
Open Tender
Civil Works - Others
Percentage
120 days
Rajhara OCP
as per NIT
7 documents required · 7 mandatory
₹61,800
10 Sept 2026
27 Apr 2026
11 May 2026
28 Apr 2026
8 May 2026
28 Apr 2026
28 Apr 2026 - 5 May 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 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manualmeansoverareas(exceeding30cmindepth,1.5minwidthas well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 1 | cum | 139.7 | ₹139.56 |
| 2 | Filling available excavated earth(excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layerbyrammingandwatering, leadupto 50 m and for all lift | 1 | cum | 118.65 | ₹118.53 |
| 3 | Providing and laying in position cement concrete of specifiedgrade
excluding the cost of centering and shuttering - All work up to plinth level :1:4:8(1Cement:4coarsesand(zone-Ill)derivedfromnatural sources:
8 graded stone aggregate 40mmnominal size derived fromnatural
sources) | - | cum | 6,072.4 | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 277.9 | - |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1cement :6coarsesand:12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,708.7 | - |
| 6 | Randomrubblemasonrywithhard stone insuperstructure aboveplinth
level anduptofloor five level, including levelingupwithcement concrete
1:6:12 (1cement :6coarsesand:12gradedstoneaggregate20mm
nominal size) at window sills, ceiling level and the like. | - | cum | 5,914.4 | - |
| 7 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand):Raised and cut pointing | 1 | sqm | 450.85 | ₹450.4 |
| 8 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand): 13.33.1 Flush/ Ruled pointing | - | sqm | 249.25 | - |
| 9 | Providing and laying in position cement concrete of specifiedgrade
excluding the cost of centering and shuttering - All work up to plinth level :1:2:4(1cement:2coarsesand(zone-III)derivedfromnatural sources:
4 graded stone aggregate 20mmnominal size derived fromnatural
sources) | 1 | cum | 8,725.55 | ₹8,716.82 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls any thickness) including attached pilasters, butteresses, plinth and
string courses etc. | - | sqm | 562.75 | - |
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