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Tender Value
₹50.2 L
EMD Value
₹1.0 L
Closing Date
14 Oct 2026, 5:00 pm6d left
EXECUTIVE ENGINEER
MINOR IRRIGATION DIVISION DHANBAD
CONSTRUCTION OF P.C.C. ROAD AND BOUNDARY WALL TO REACH BADA JAMUWA AGANBADI CENTER NO 3 ,,PANCHAYAT- DAMKARA BARWA, BLOCK- GOVINDPUR, DIST- DHANBAD
2026_WRD_119561_1
DMFT/MIR/DHN/F2-31/26-27/GR06
Open Tender
Civil Works
Percentage
120 days
GOVINDPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.0 L
6 Oct 2026
6 Oct 2026
16 Oct 2026
6 Oct 2026
14 Oct 2026
6 Oct 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 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. 5.10.2 | 13.73 | cum | 955.89 | ₹13,119.59 |
| - | 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 lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.5.1.1 BCD | 365.75 | cum | 151.82 | ₹55,528.17 |
| - | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 BCD | 365.75 | cum | 15.51 | ₹5,672.78 |
| - | 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 for grading - I complete as per the dir ection of Engineer-in-charge. (4.01B (i)RCD | 137.25 | cum | 1,437.6 | ₹1,97,310.6 |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) 5.3.1.1 BCD | 168.75 | cum | 4,961.73 | ₹8,37,291.94 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 5.3.17.1 BCD | 235.81 | SQM | 194.5 | ₹45,865.05 |
| - | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. 5.1.8 | 70.41 | cum | 128.88 | ₹9,074.44 |
| - | E/W excavation in foundation trenches in Ordinaty and hard 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 roots or shrubs etc. all complete as per specification and direction of E/I. 7.1.27 | 42.52 | cum | 151.23 | ₹6,430.3 |
| - | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 7.1.10 | 42.52 | cum | 15.38 | ₹653.96 |
| - | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials , labour, royality and taxes all complete as per building specification and direction of E/I. 5.1.10 bcd | 19.94 | cum | 589.51 | ₹11,754.83 |
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