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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | ₹19.1 L | L1 | Accepted-AOC L1 is Lowest Bidder |
| 2 | L2₹19.7 LRejected-AOC | ₹19.7 L | L2 | Rejected-AOC L1 is Lowest Bidder |
| 3 | L3₹20.9 LRejected-AOC AT H NO 75 ICHHAPUR LINE TOLA DIST SERAIKELLA KHARSAWAN | SERAIKELA KHARSAWAN | JHARKHAND | 833210 | ₹20.9 L | L3 | Rejected-AOC L1 is Lowest Bidder |
| 4 | L4₹22.6 LRejected-AOC | ₹22.6 L | L4 | Rejected-AOC L1 is Lowest Bidder |
| 5 | L5₹24.9 LRejected-AOC C O GUPESHWAR BATA VILL KARAIKELA POST KARAIKELA DIST WEST SINGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | ₹24.9 L | L5 | Rejected-AOC L1 is Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 May 2026, 5:00 pmClosed
O/O E.E. Minor Irrigation Division Seraikella
O/O E.E. Minor Irrigation Division Seraikella
Construction of 1400 feet P.C.C. Road at-Kapali word no.- 21 under Kaplai Nagar Parishad.. Nagar Parishad
2026_WRD_113419_1
02/WRD/MID/SERAIKELLA/F2/26-27
Open Tender
Civil Works
90 days
CHANDIL
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹50,000
Yes
15 Jun 2026
28 Apr 2026
8 May 2026
28 Apr 2026
7 May 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Construction of Embankment with approved materials deposited at site from roadway cutting and execavation from drain and foundation of other structure graded and compacted to meet requirment of Table 300-2 | 257.72 | M3 | 34 | ₹8,762.48 |
| 2 | Compacting original ground supproting embankment loosing , levelling and compacting to facilitate placement of first layer of embankment , scarified to a depth of 150mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embancment construction . | 257.72 | M3 | 62.3 | ₹16,055.96 |
| 3 | Construction of granular sub-base by providing coarse 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. ( Mix By Place Method )( Grade-ii) | 257.72 | M3 | 1,437.6 | ₹3,70,498.27 |
| 4 | Providing separation membrane of impermeable plastic sheeting 125mm thick . | 1,561.34 | M2 | 13 | ₹20,297.42 |
| 5 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) | 237.89 | M3 | 4,961.73 | ₹11,80,345.95 |
| 6 | Centring and Shuttering including strutting,propping etc.and removal of form work | 141.26 | M2 | 194.5 | ₹27,475.07 |
| 7 | Construction of Embankment with materials deposited from roadway Constraction of embankment with approved materials deposited at site from roadway cutting and execavation from drain and foudation of other structures graded and aompacted tomeet requirement of Table 300-2 | 59.47 | M3 | 34.4 | ₹2,045.77 |
| 8 | Carriage of material (i)Cement | 100.4 | MT | 502.6 | ₹50,461.04 |
| 9 | (ii)sand | 326.44 | M3 | 927.16 | ₹3,02,662.11 |
| 10 | (iii)stone chips | 258.16 | M3 | 357.4 | ₹92,266.38 |
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