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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -10.11% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -9.51% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -0.02% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Decision |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Decision |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
10 Apr 2026, 3:00 pmClosed
E.E, MINOR IRRIGATION DIVISION CHAIBASA
E.E, MINOR IRRIGATION DIVISION CHAIBASA
CONSTRUCTION OF PCC ROAD FROM VILLAGE DUDHPANI MANJHGAON MAIN ROAD (CRUSHER) TO BALKASAI., PANCHAYAT- DIKUBALKAND, VILLAGE- DUDHPANI, BLOCK- HATGAMHARIA, WEST SINGHBHUM JHARKHAND
2026_WRD_112228_1
WRD/MID/CHAIBASA/F2-16/2025-26
Open Tender
Civil Works
Percentage
180 days
HATGAMHARIA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.1 L
Yes
6 Aug 2026
4 Apr 2026
11 Apr 2026
4 Apr 2026
10 Apr 2026
4 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 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.. (Item No-BCD 5.1.1+ 5.1.2 ) | - | Cum | - | - |
| 2 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade I..(Item No. RCD 4.01B(I)) | - | Cum | - | - |
| 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade II (Item No- RCD4.01B(II) ) | - | Cum | - | - |
| 4 | Providing and laying in position cement concret of specified grade excluding the cost of centering and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) (Item No-BCD 5.3.1.1 ) | - | Cum | - | - |
| 5 | Centering and shuttering including strutting, proping etc and removal of form for foundation, footing, bases of columns, etc for mass concrete. (Item No- BCD 5.3.17.1 ) | - | Cum | - | - |
| 6 | Filling in foundation trenches or back filling of massonary structures with suitable earth in layers not exceeding 150mm thick, well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches and kept at with lead of 30 m and initial lift of 1.5m all complete as per direction of E/I. (Item No- BCD 5.1.8) | - | Cum | - | - |
| 7 | Carriage of Materials - Cement | 560.98 | MT | - | - |
| 8 | Sand | 1,617.12 | Cum | - | - |
| 9 | Stone Chips | 2,052.46 | Cum | - | - |
| 10 | Stone Metal | 377.52 | Cum | - | - |
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