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Tender Value
₹14.1 L
EMD Value
₹28,200
Closing Date
24 Sept 2026, 3:00 pmDue today
Nodal Officer
e-Procurement Cell, Office of the Executive Engineer, Building Construction Department, Building Division, Godda.
Construction of Sitout Shed (GCI Roof) in the Campus of New Collectorate, Dist. Godda for the year 2026-27.
2026_BCD_118801_1
BCD/EE/13/Godda/2026-27
Open Tender
Civil Works - Buildings
Percentage
90 days
Godda
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹28,200
15 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 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 foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 27.75 | Cu.m | 151.82 | ₹4,213.01 |
| 2 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). | 20.81 | Cu.m | 55.28 | ₹1,150.38 |
| 3 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 127.44 | Sq.m | 128.88 | ₹16,424.47 |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 15.19 | Cu.m | 589.51 | ₹8,954.66 |
| 5 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. | 199.41 | Sq.m | 330.34 | ₹65,873.1 |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm
nominal size) | 15.19 | Cu.m | 5,626.21 | ₹85,462.13 |
| 7 | providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring shuttering finishing and reinforcement all work up to plinth m200 1:1.5:3 | 6.74 | Cu.m | 5,218 | ₹35,169.32 |
| 8 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 7.58 | Cu.m | 5,110.26 | ₹38,735.77 |
| 9 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. | 6.23 | Cu.m | 5,244.08 | ₹32,670.62 |
| 10Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 | |||||
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