Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹26.3 LAccepted-AOC AT TOWN UNIT 02 KHATA NO 621 1397 BRAJRAJNAGAR 39 JHARSUGUDA ODISHA PIN 768216 | JHARSUGUDA | JHARSUGUDA | ODISHA | 768216 | ₹26.3 L Quoted ₹22.3 L | L-1 | Accepted-AOC BEING L-1 |
| 2 | L-2₹26.2 LRejected-Finance 261 1508 TRISHULLA NILAKANTHA NAGAR KUNHEIPARA CUTTACK DIST GHAZIPUR PIN 754005 | CUTTACK | CUTTACK | ODISHA | 754005 | ₹26.2 L | L-2 | Rejected-Finance NOT BEING L-1 |
| 3 | L-3₹27.5 LRejected-Finance DHARAMASALA GALI WARD NO 08 CHAKRADHARPUR WEST SIMGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | ₹27.5 L | L-3 | Rejected-Finance NOT BEING L-1 |
Updated dates
Tender Value
₹40.5 L
EMD Value
₹50,700
Closing Date
11 May 2026, 5:00 pmClosed
PROJECT ENGINEER CIVIL GARJANBAHAL OCP BASUNDHARAP
PROJECT ENGINEER CIVIL GARJANBAHAL OCP BASUNDHARA
Repairing of CT Road (100 m stretch) near Weighbridge No. 5 for smooth coal transportation during monsoon period under GOCP of Basundhara Area.
2026_MCL_358791_1
MCL/BA/PO/GOCP/Civil/E-Tender/ 26-27/06 dtd 25/04/2026
Open Tender
Civil Works - Roads
45 days
PROJECT OFFICER PO OFFICE, GARJANBAHAL OCP, BASUND
AS PER NIT
3 documents required · 3 mandatory
₹50,700
13 May 2026
27 Apr 2026
12 May 2026
27 Apr 2026
11 May 2026
27 Apr 2026
27 Apr 2026 - 30 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) | 450 | cum | 82 | ₹36,900 | BI01010001010000000000000515BI0100001119 |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2)Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.for grading- I Material | 135 | cum | 2,489 | ₹3,36,015 | BI01010001010000000000000515BI0100001120 |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2)Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.for grading- III Material | 135 | cum | 2,261 | ₹3,05,235 | BI01010001010000000000000515BI0100001121 |
| 4 | Dry Lean Cement Concrete Sub- base (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 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specifications complete in all respect | 135 | cum | 3,447 | ₹4,65,345 | BI01010001010000000000000515BI0100001122 |
| 5 | Cement Concrete Pavement ( Construction of un-reinforced, dowel jointed, plain cement concrete pavement (minimum flexural strength - 4.5 Mpa) over a prepared sub base with cement @ 400 kg per cum (minimum), coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. | 315 | cum | 6,409 | ₹20,18,835 | BI01010001010000000000000515BI0100001123 |
| 6 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 1600 | 3.21 | tonne | 65,328 | ₹2,09,702.88 | BI01010001010000000000000515BI0100001124 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600 | 0.37 | tonne | 85,922 | ₹31,791.14 | BI01010001010000000000000515BI0100001125 |
| 8 | Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC | - | Nos | - | - | BI01010001010000000000000515BI0100001269 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.95 MB
Tendernotice_2.pdf
PDF • 2.36 MB
Tendernotice_3.pdf
PDF • 1.53 MB
BOQ_371661.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid