Tender For Construction Of Dukan Bus Stand In Manoharpur Block
Tender Value
39.65 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
4 days left
EMD
79500
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
West Singhbhum → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dukan Bus Stand In Manoharpur Block
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 excaveted earth as obtained to a distance upto 50M including all lifts levelling,ramming the foundation trenches, removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I./Incharge |
| 2 | FOUNDATION FOR PIPE POST |
| 3 | BELOW TIE BEAM (66.83 + 66.83 + 20.17+20.17) = 174 |
| 4 | 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, royalty and taxes all complete as per building specification and direction of E/l. |
| 5 | 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, royalty and taxes all complete as per building specification and direction of E/l. |
| 6 | 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, royalty and taxes all complete as per building specification and direction of E/l. |
| 7 | Providing designation 75B one brick flat soilding joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 8 | FOTPATH |
| 9 | FOTPATH |
| 10 | FOTPATH |
| 11 | PCC BELOW BASE PLATE OF PIPE POST |
| 12 | PCC BELOW BASE PLATE OF PIPE POST |
| 13 | PCC BELOW BASE PLATE OF PIPE POST |
| 14 | FOTPATH |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 16 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive 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. |
| 17 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive 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. |
| 18 | PROVIDING 40 NB PIPE POST |
| 19 | PROVIDING 32 NB PIPE PERLIN |
| 20 | MS FLAT 30 X 6 MM WIND TIE |
| 21 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. @150 KG FOR ONE TRUSS |
| 22 | Structrual steel work rivited, bolted or welded in built up section, trusses and framed work, including cutting, hosting, fixing in position and applying a primer coat of shed. |
| 23 | Providing and fixing precoated galvanised iron profile heets (size, shape and pitch of corrugation as approved by gineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12873 SUB HEAD : 12- ROOFING metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ etical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 24 | Chequerred precast cement concrete tiles 22mm thick in footpath &courtyard ,jointed with neat cement slurry with pigment to match the shade of tiles , including rubbing and cleaning etc. complete ,on 20mm thick bed of cement mortar 1:4(1cement :4coarse sand) |
| 25 | Chequerred precast cement concrete tiles 22mm thick in footpath &courtyard ,jointed with neat cement slurry with pigment to match the shade of tiles , including rubbing and cleaning etc. complete ,on 20mm thick bed of cement mortar 1:4(1cement :4coarse sand) |
| 26 | Carriage of materials Sand |
| 27 | Cement |
| 28 | Stone chips |
| 29 | Brick |
| 30 | G.S.T @ 18% |
| 31 | Labour Cess 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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