Tender For Construction Of Plain Cement Concrete Road From Khawdih Imambada To Eidgah,Panchayat-Madaidih Block- Topchanchi Dist- Dhanbad
Tender Value
51.21 Lakhs
Estimated cost
Bid Submission
14 Oct 2026
4 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Plain Cement Concrete Road From Khawdih Imambada To Eidgah,Panchayat-Madaidih Block- Topchanchi Dist- Dhanbad
BOQ
| Sl. No. | Item Description |
| 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 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 |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) 5.1.2 BCD |
| 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 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 |
| 4 | 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 |
| 5 | 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 |
| 6 | 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 |
| 7 | 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 |
| 8 | Supplying and laying(Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. 5.6.4 Part A |
| 9 | Providing and laying in position cement concrete (1:2:4) of specified grade stone aggregrate 20 mm nominal size all complete job as per specification and direction of E/I. 5.3.1.2 |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) 5.3.10 |
| 11 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.2 |
| 12 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. 5.7.11 |
| 13 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 5.5.5 a |
| 14 | (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) 5.5.5 b |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string 5.3.17.2 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 5.3.17.3 |
| 17 | Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I.I. (7.7.18 .) |
| 18 | Stone boulder of size 150 mm and below at quarry ( M- 016 pg 80 Part A) |
| 19 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.. 5.2.28 |
| 20 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.. 5.2.31 |
| 21 | Providing weephole with dry graded stone filter 20 mm to 40 mm size in abutment and wing wall as per specification and direction E/I. (6.9 Part - A) 6.7.6 |
| 22 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.12 |
| 23 | Earthwork in filling foundation trenches and plinth back filling of structures in layer not exceeding 150 mm.thick well water rammed and fully compacted and finly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead 30 m and 1.5m lift complete job, as per specification and direction of E/I. (W.R.D. 7.1.31) |
| 24 | Carriage of materials Cement |
| 25 | Carriage of materials Sand |
| 26 | Carriage of materials stone chips |
| 27 | Carriage of materials stone metal |
| 28 | Carriage of materials stone dust |
| 29 | Carriage of materials Boulder |
| 30 | Goods & Service Tax (G.S.T.) - 18% |
| 31 | Labour Cess - 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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