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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance AREA NO 4 AMTALA MAITHAN 828207 DHANBAD JHARKHAND | DHANBAD | DHANBAD | JHARKHAND | 828207 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance N A | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.6 L
EMD Value
₹18,300
Closing Date
10 Apr 2026, 5:00 pmClosed
AE (Civil)
Office of The General Manager, Mugma Area, P.O-Mugma, Dist.- Dhanbad, 828204
Construction of Community Hall at GVTC under Kapasara Colliery.
2026_ECL_357716_1
ECL/GM/MA/CE/25-26/eTender/243 Dt. 28.03.2026
Open Tender
Civil Works - Buildings
Percentage
60 days
KOCP
Please refer Tender documents.
3 documents required · 3 mandatory
₹18,300
11 Apr 2026
30 Mar 2026
11 Apr 2026
30 Mar 2026
10 Apr 2026
31 Mar 2026
31 Mar 2026 - 7 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 |
|---|---|---|---|---|---|
| 0Based on analysis | |||||
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 21.66 | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift | 74.83 | cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.13 | cum | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 7.14 | cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.06 | cum | - | - |
| 6 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 20.85 | cum | - | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 14.17 | cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 21.7 | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform | 160.22 | sqm | - | - |
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