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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹2.5 L (0.71%)Admitted-Finance | ₹3.6 Cr+₹2.5 L (0.71%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹14.9 L (4.16%)Admitted-Finance | ₹3.7 Cr+₹14.9 L (4.16%) | L3 | Admitted-Finance |
| 4 | L4₹4.6 Cr+₹1.0 Cr (28.7%)Admitted-Finance | ₹4.6 Cr+₹1.0 Cr (28.7%) | L4 | Admitted-Finance |
| 5 | L5₹4.6 Cr+₹1.1 Cr (30.0%)Admitted-Finance | ₹4.6 Cr+₹1.1 Cr (30.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Highway Construction L4 | UMA CONTRACTOR L1 | M/S KAMDHENU CONSTRUCTION L3 | M/s RAVI SHANKAR GUPTA L5 | M/S DIWAKAR SINGH L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST. | 20,982.98 | Cum. | 134 ₹28,11,719.32 | 60 ₹12,58,978.8 Lowest | 108 ₹22,66,161.84 | 135.66 ₹28,46,551.07 | 105.04 ₹22,04,052.22 |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area) | 675 | Cum. | 59 ₹39,825 | 40 ₹27,000 Lowest | 47 ₹31,725 | 59.75 ₹40,331.25 | 46.36 ₹31,293 |
| 3.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 within all lifts and lead upto 1000m. Excluding cost of GST. (Culvert and Drain) | 56.51 | Cum. | 121 ₹6,837.71 | 60 ₹3,390.6 Lowest | 97 ₹5,481.47 | 121.89 ₹6,888 | 94.14 ₹5,319.85 |
| 4.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Excluding cost of GST. (Compaction only) | 731.51 | Cum | 66.5 ₹48,645.42 | 50 ₹36,575.5 Lowest | 55 ₹40,233.05 | 67.33 ₹49,252.57 | 52.11 ₹38,118.99 |
| 5.00 | Construction of granular sub-base by providing close graded material, 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. Excluding cost of GST. | 3,969.42 | Cum | 1,860 ₹73,83,121.2 | 1,600 ₹63,51,072 | 1,500 ₹59,54,130 | 1,877 ₹74,50,601.34 | 1,453.32 ₹57,68,837.47 Lowest |
| 6.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 2,808.81 | Cum. | 3,155 ₹88,61,795.55 | 1,700 ₹47,74,977 Lowest | 2,600 ₹73,02,906 | 3,192 ₹89,65,721.52 | 2,469.35 ₹69,35,934.97 |
| 7.00 | 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 0.70 kg/sqm using mechanical means. Excluding cost of GST. | 13,635 | Sqm | 39 ₹5,31,765 | 30 ₹4,09,050 Lowest | 32 ₹4,36,320 | 39.4 ₹5,37,219 | 30.62 ₹4,17,503.7 |
| 8.00 | Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. Excluding cost of GST. | 681.75 | Cum. | 11,040 ₹75,26,520 | 10,000 ₹68,17,500 | 8,917 ₹60,79,164.75 | 11,128 ₹75,86,514 | 8,658.91 ₹59,03,211.89 Lowest |
| 9.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST. | 27,270 | Sqm | 12.8 ₹3,49,056 | 10 ₹2,72,700 | 10 ₹2,72,700 | 12.87 ₹3,50,964.9 | 9.97 ₹2,71,881.9 Lowest |
| 10.00 | Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 complete in all respects. Excluding cost of GST. | 818.1 | Cum. | 12,590 ₹1,02,99,879 | 11,000 ₹89,99,100 | 10,196 ₹83,41,347.6 | 12,724 ₹1,04,09,504.4 | 9,846.06 ₹80,55,061.69 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
10 Jan 2024, 4:00 pmClosed
CEO Cantt Board Allahabad
2 Ashoka Road New Cantt Prayagraj
Work of widening of Road from Shashtri Bridge to Qila Ghat via Hanuman Temple and surface improvement
2023_DGDE_634451_1
CEO/ALLD/ ENGG/2023/MELA/04/QILA GHAT ROAD
Open Tender
Civil Works - Roads
Item Rate
180 days
FORT CANTT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
CEO Cantt Board Allahabad
₹9.3 L
15 Feb 2024
27 Dec 2023
11 Jan 2024
27 Dec 2023
10 Jan 2024
27 Dec 2023
Amount
Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area)
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 within all lifts and lead upto 1000m. Excluding cost of GST. (Culvert and Drain)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Excluding cost of GST. (Compaction only)
Construction of granular sub-base by providing close graded material, 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. Excluding cost of GST.
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
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 0.70 kg/sqm using mechanical means. Excluding cost of GST.
Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. Excluding cost of GST.
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST.
Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 complete in all respects. Excluding cost of GST.
Re-const of Np-3 hume pipe culvert -350 mm dia including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specification and as per direction of EIC; Excluding cost of GST
Providing and Laying of Zig-Zag rubber moulded Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1504 of MORTH Specification including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specification and as per direction of EIC; Excluding cost of GST
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specification and as per direction of EIC; Excluding cost of GST
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specification and as per direction of EIC; Excluding cost of GST
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Composition of thermlo pastic material shall be as per table 800-3 of Morth including cost of all material, labour T&P etc. required for proper completion of work as per direction of E/I. Edge Line. Excluding cost of GST.-Edge Line & Center Line
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting , 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
Informatory Sign Board including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specification and as per direction of EIC; Excluding cost of GST
M/S DIWAKAR SINGH
M/S KAMDHENU CONSTRUCTION
M/s Highway Construction
M/s RAVI SHANKAR GUPTA
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