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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹47.1 LAdmitted-Fee/PreQual/Technical/Finance | -21.50% | ₹47.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹48.6 L+₹1.5 L (3.18%)Admitted-Fee/PreQual/Technical/Finance | -19.00% | ₹48.6 L+₹1.5 L (3.18%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹59.9 L+₹12.8 L (27.1%)Admitted-Fee/PreQual/Technical/Finance CHANDRIMUNDA KURDEG SIMDEGA | -0.21% | ₹59.9 L+₹12.8 L (27.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹59.9 L+₹12.8 L (27.2%)Admitted-Fee/PreQual/Technical/Finance AT CHARRIMUNDA PO CHARRIMUDNDA PS KURDEG DIST SIMDEGA | -0.11% | ₹59.9 L+₹12.8 L (27.2%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
22 Aug 2026, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Simdega
Executive Engineer, RCD, Road Division, Simdega
OR work of Putritoli Barasloya Lachragarh Jaldega Pandripani (on NH-23) road under non plan for the year 2026-27
2026_CECOM_116882_1
RCD/SIMDEGA/08/2026-27
Open Tender
Civil Works
Percentage
90 days
Putritoli, Pandripani
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
24 Aug 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
22 Aug 2026
10 Aug 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Mechanical Means | 292.14 | cum | 57.4 | ₹16,768.84 |
| 2 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 326.84 | cum | 2,961.36 | ₹9,67,890.9 |
| 3 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 1,452.62 | sqm | 82.16 | ₹1,19,347.26 |
| 4 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,452.62 | sqm | 16.27 | ₹23,634.13 |
| 5 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 7,227.5 | sqm | 13.13 | ₹94,897.08 |
| 6 | Dence graded Bituminous Macadam Grading-II with VG-30 Graded Packed Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects. | 111.68 | cum | 10,898.88 | ₹12,17,186.92 |
| 7 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects. | 193.4 | cum | 12,397.66 | ₹23,97,707.44 |
| 8 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 4,672.9 | m2 | 42.1 | ₹1,96,729.09 |
| 9 | Goods & Service Tax (G.S.T.) - | - | % | 1 | - |
| 10 | Labour Cess - | - | % | 1 | - |
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