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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.9 LAccepted-AOC FLAT NO 04 K P NIWAS SANKOSAI DIMNA JAMSHEDPUR | EAST SINGHBUM | JHARKHAND | 831001 | ₹92.9 L | L1 | Accepted-AOC As per decision. |
| 2 | L2₹97.5 LRejected-Finance | ₹97.5 L | L2 | Rejected-Finance As per decision. |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per decision |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per decision |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
28 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, Minor Distribution Divison, No-09 Ghatshila Camp Galudih
Residual work for 77.00 mt, Length of E/W, P.C.C Lining and Construction of retaining wall/Guard wall and drainage work at Subway Km 27.110 of KRMC
2026_WRD_111541_1
WRD/IGC/MDD9Galudih/F201/25-26
Open Tender
Civil Works
Percentage
300 days
Dhobani, Potka, E. Singhbhum
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹2.2 L
Yes
29 Jul 2026
13 Mar 2026
30 Mar 2026
13 Mar 2026
28 Mar 2026
13 Mar 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 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50 m and average lift of 1.5 m including levelling, ramming the foundation trenches, removing the shrubs etc. all complete as per specification and direction of E/I. (WRD SOR 7.1.27) | 1 | Per M3 | 151.23 | ₹151.08 |
| 2 | Extra for Earthwork in hard soil (Vide classification of soil item - B) all complete as per specification and direction of E/I. (vide SOR item no 7.1.10) | 1 | Per M3 | 15.38 | ₹15.36 |
| 3 | Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I (WRD SOR 7.1.37) | - | Per M3 | 584.42 | - |
| 4 | P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) (S.O.R RCD 2022 12.04) | - | Per M3 | 3,367.2 | - |
| 5 | Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. (7.3) A- PCC grade M15 - height upto 5 m (R.C.D SOR 13.05 -A(p)) | - | Per M3 | 3,722.4 | - |
| 6 | Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. (7.3) E- PCC grade M20 - (p) height upto 5 m case 1- using Batching Plant (Reference - RCD SOR - 13.05 E(p)) | - | Per M3 | 4,185.1 | - |
| 7 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) (Refer- WRD SOR Part A sl. No- 6.9 ) | - | Each | 166.46 | - |
| 8 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (S/R item no. 7.1.31) refer SOR part B | - | Per M3 | 115.41 | - |
| 9 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. ( WRD SOR 7.1.21 ) | - | Per M3 | 151.15 | - |
| 10 | Providing and placing sand filter free from clay and other organic materials ( F.M. 2.5 to 3.0 ) in slope and bed of the canal, below lining including the cost of watering compaction royalty and other taxes as per specification and direction of E/I. ( Where depth of cutting is more than 6 M { 20 ft } ) ( WRD SOR 7.2.8 ) refer SOR part B page 141 | - | Per M3 | 1,415.17 | - |
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