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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.4 LAdmitted-Finance MAIN ROAD BISHRAMPUR PO BISHRAMPUR DIST SURAJPUR C G 497226 | BISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | ₹55.4 L | L1 | Admitted-Finance |
| 2 | L2₹56.2 LAdmitted-Finance | ₹56.2 L | L2 | Admitted-Finance |
| 3 | L3₹60.4 LAdmitted-Finance | ₹60.4 L | L3 | Admitted-Finance |
| 4 | L4₹85.8 LAdmitted-Finance | ₹85.8 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V K AGRAWAL L1 | RISHI DEV YADAV L3 | GLOBAL CONSTRUCTION L4 | LBS INFRASTRUCTURE PVT. LTD L2 |
|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||||
| 1.01 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. | 774 | cum | 62.99 ₹48,754.26 | 68.5 ₹53,019 | 230 ₹1.8 L | 66.86 ₹51,747.39 |
| 2.01 | Wet Mix Macadam Providing laying spreading and compacting graded stone aggregate to wet mix macadam specication including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 387 | cum | 1,248.97 ₹4.8 L | 1,357 ₹5.3 L | 1,800 ₹7.0 L | 1,325.54 ₹5.1 L |
| 3.01 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 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. | 464 | cum | 4,187.43 ₹19.4 L | 4,016 ₹18.6 L | 6,800 ₹31.6 L | 3,919.63 ₹18.2 L |
| 4.01 | Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | 7,211 | sqm | 29.3 ₹2.1 L | 31.85 ₹2.3 L | 60 ₹4.3 L | 20 ₹1.4 L |
| 5.01 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | 7,211 | sqm | 12.39 ₹89,344.29 | 14 ₹1.0 L | 20 ₹1.4 L | 13.15 ₹94,814.34 |
| 6.01 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement. | 5,746 | sqm | 16.13 ₹92,682.98 | 19 ₹1.1 L | 25 ₹1.4 L | 17.11 ₹98,327.06 |
| 7.01 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects | 112 | cum | 5,887.45 ₹6.6 L | 6,389 ₹7.2 L | 10,000 ₹11.2 L | 6,236.05 ₹7.0 L |
| 8.01 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. Using Drum Mix Plant of appropriate capacity. for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) | 217 | cum | 9,140.89 ₹19.8 L | 11,088 ₹24.1 L | 12,000 ₹26.0 L | 10,000 ₹21.7 L |
| 9.01 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorizing glass beads @ 250 gms per sqm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be lavel, uniform and free from streaks and holes.) | 180 | Sqm | 178.48 ₹32,126.40 | 183 ₹32,940 | 600 ₹1.1 L | 179.6 ₹32,327.19 |
Updated dates
Tender Value
₹86.2 L
EMD Value
₹1.1 L
Closing Date
9 Feb 2026, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
Repairing and strengthening of the road from ROM check post to railway bridge at Churcha ( R.O.) sub Area of Baikunthpur Area
2026_SECL_351257_1
SECL /BKP/ DGM(C) / e-T / 79
Open Tender
Civil Works - Roads
60 days
Churcha
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.1 L
2 Apr 2026
19 Jan 2026
11 Feb 2026
20 Jan 2026
9 Feb 2026
20 Jan 2026
19 Jan 2026 - 28 Jan 2026
Item Description/ Heading
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
Wet Mix Macadam Providing laying spreading and compacting graded stone aggregate to wet mix macadam specication including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 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.
Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement.
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. Using Drum Mix Plant of appropriate capacity. for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorizing glass beads @ 250 gms per sqm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be lavel, uniform and free from streaks and holes.)
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