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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 3483 BLOCK 34 VIJAYA GARDEN VIJAYA GARDEN ROAD JAMSHEDPUR EAST SINGHBHUM JHARKHAND 831017 | EAST SINGHBUM | JHARKHAND | 831017 | Accepted-Technical Documents are Ok |
| 2 | Accepted-Technical LAXMANPURI KARWI KARWI CHITRAKOOT CHITRAKOOT UTTAR PRADESH 210205 | CHITRAKOOT | UTTAR PRADESH | 210205 | Accepted-Technical Documents are Ok |
| 3 | Accepted-Technical | Accepted-Technical Documents are Ok |
Tender Value
₹37.8 L
EMD Value
₹75,500
Closing Date
7 May 2026, 4:00 pmClosed
Executive Officer
Office of Nagar Panchayat Mau Chitrakoot
Kurmi Dera Talab ka Saundarikaran work in ward no. 04 Mau
2026_DOLBU_1136856_1
977/npmau/e-nivida/2025-26 dated 13-04-2026
Open Tender
Civil Works
Fixed-rate
180 days
Nagar Panchayat Mau Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,500
Yes
Executive Officer
₹75,500
Yes
13 May 2026
15 Apr 2026
7 May 2026
15 Apr 2026
7 May 2026
15 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 | Earthwork in excavation in soil mixed with moorum/ shingle kankar requring the use of special tool and plant such as pickaxes sabbals soil (Loam clay or sand including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplusin over under foul position earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252 | - | cum | - | - |
| 2 | Extra Cartage for excavated earth within upto 1 km lead | - | cum | - | - |
| 3 | Earthwork in remaining and dressing as per direction Engineer | - | cum | - | - |
| 4 | Earthwork in excavation in soil mixed with moorum/ shingle kankar requring the use of special tool and plant such as pickaxes sabbals soil (Loam clay or sand including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplusin over under foul position earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252 | - | cum | - | - |
| 5 | Cosntruction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mising by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Tecnical specification clause 401 | - | cum | - | - |
| 6 | Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work | 1 | cum | - | - |
| 7 | Class-150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. | 1 | cum | - | - |
| 8 | Providing and laying of Rubble moulded Zig-Zag Interlocking concrete block pavements having thickness 80mm as per drawings and Technical specification clause 1504 | - | sqm | - | - |
| 9 | Earthwork in excavation in soil mixed with moorum/ shingle kankar requring the use of special tool and plant such as pickaxes sabbals soil (Loam clay or sand including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplusin over under foul position earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252 | - | cum | - | - |
| 10 | Cosntruction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface mising by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Tecnical specification clause 401 | - | cum | - | - |
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BOQ_2122905.xls
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KurmiDeraTalabNIT.pdf
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