Tender For Construction Of cement concrete Approach Road And Quick Despatch System For Weigh Bridge No-10 At Baliparbat Of Daitari Mines In The District Of Kendujhar.
Tender Value
1.01 Crore
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kendujhar → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of cement concrete Approach Road And Quick Despatch System For Weigh Bridge No-10 At Baliparbat Of Daitari Mines In The District Of Kendujhar.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Sep-2026 | CORRIGENDUM-1 | Technical Bid | 17-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Civil works |
| 2 | Earth work in oridinary soil ,hard soil or gravelly soil, within 50m,stoney earth and gravels mixed with stone and boulder not exceeding 0.014cum in volume, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 3 | Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer -in-charge within an initial lead of 1 km from the place of excavation complete. |
| 4 | Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9\\") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC. |
| 5 | Construction of sub-grade and shoulders with material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 etc. complete as per direction of the Engineer-in-charge |
| 6 | Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charge. |
| 7 | PCC (1:3:6) concrete with 40mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect. |
| 8 | R.C.C M-30 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Raft in ground floor,Centering shuttering for R.C.C. foundation, plinth band and footing base of column mass concrete precast slabs etc. |
| 9 | R.C.C M-30 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work complete in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Raft in ground floor,R.C.C. beams, column, grider and bressmer, etc. |
| 10 | R.C.C M-30 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work com letein all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Raft in ground floor,R.C.C floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height. |
| 11 | R.C.C M-30 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Raft in ground floor,R.C.C. walls and fins including attached pillasters |
| 12 | Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MoRT&H specification for Road & Bridge works (5th revision) as directed by Engineer in charge. |
| 13 | Iron work wrought and put up in trusses and record racks including Hoisting joists and trusses and placing in position etc. complete as per direction of the Engineer-in-charge |
| 14 | Supply fitting fixing G.C.I. Sheet of thickness 0.4mm in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. complete as per direction of the Engineer-in-charge |
| 15 | Construction of granular sub-base by providing Close graded Granular sub base Grading-II material as per table 400-1, 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 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 16 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1. cement content not to be less than 150kg/Cum. Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher placement to site, compaction with vibratory roller, finishing and curing etc completed with cost conveyance and of all materials Hire and running charges machineries and cost of all labour, T&P etc. completed as per the direction of EIC. |
| 17 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 40 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) corase and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous opertation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification Clause: 1501 and direction of EIC. approved,curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501 |
| 18 | Supplying, Providing, fixing weep holes in Brick masonry / plain / reinforced concrete abutments / return walls with 100mm dia AC pipe extending through the full width of the structure with slope of one vertical : 20 horizontal towards drainage face completeas per drawings and as per section 2200, 2700 ( Clause 2706) of technical specifications for Road & Bridge works MoRT&H (5th revision) & as per direction of Engineer in charge. |
| 19 | Providing and laying of filter media with stone crushed aggregate of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORT&H specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided to the entire surface behind abutment, wing wall, return wall to the full height compacted to a firm condition complete as per drawing and technical specification and as per direction of EIC. |
| 20 | Cement washing two coat to walls with Cement of approved make on new work to give an even shadeinculding cost of Cement etc. complete as per direction of the Engineer-in-charge |
| 21 | Painting two coat with approved brand of synthetic enamel paint of approved shade and quality over a coat of primer over over concrete surface including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. (Paints of Burger / Nerolac / J&N / Asian / ICI Brand is to be used.)concrete surface |
| 22 | Painting two coat with approved brand of synthetic enamel paint of approved shade and quality over a coat of red- oxide primer over iron works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. (Paints of Burger / Nerolac / J&N / Asian / ICI Brand is to be used.) |
| 23 | Dismantling and removing R.C.C. columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per direction of the Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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