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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 CrAccepted-AOC | ₹14.3 Cr | L1 | Accepted-AOC This is L1 accepted |
| 2 | L2₹15.9 CrRejected-Finance | ₹15.9 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹16.0 CrRejected-Finance G T ROAD MADHAULI CHURAMANPUR BHULLANPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹16.0 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹16.3 CrRejected-Finance | ₹16.3 Cr | L4 | Rejected-Finance Rejected |
| 5 | L5₹16.3 CrRejected-Finance 0 BHUJAULI SISWA BAZAR MAHARAJGANJ MAHARAJGANJ UTTAR PRADESH 273163 | MAHARAJGANJ | UTTAR PRADESH | 273163 | ₹16.3 Cr | L5 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹34 L
Closing Date
11 Feb 2021, 12:00 pmClosed
SE, Varanasi Circle, PWD, Varanasi
SE, Varanasi Circle, PWD, Varanasi
Pahadiya Baluwa marg (ODR) ke Widening and Strengthening ka karya
2021_CEUVZ_547539_1
244/183 Com-Vns Circle/20-21 Dated 08-01-2021
Open Tender
Civil Works
365 days
Varanasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹34 L
SE, Varanasi Circle, PWD, Varanasi
22 Apr 2021
21 Jan 2021
11 Feb 2021
21 Jan 2021
11 Feb 2021
21 Jan 2021
22 Jan 2021
Amount
Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding ½ meter (20”) in depth and earth work in enbankment to be in 20cm (8”) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100’) distance as directed by the E/I. In open area. (Including all taxes, labour cess but Excluding GST)
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. in Abadi portion (Including all taxes, labour cess but Excluding 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 within all lifts and lead upto 1000m. (Including all taxes, labour cess but Excluding GST)
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 (Including all taxes, labour cess but Excluding 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 Soil compactor to achieve the desired density. (Including all taxes, labour cess but Excluding GST)
Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom. (MORT&H 503) (Including all taxes, labour cess but Excluding GST)
Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORT&H 503) (Including all taxes, labour cess but Excluding GST)
Providing and laying dense graded bituminous macadam (G-1) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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. (Including all taxes, labour cess but Excluding GST)
Providing and laying dense graded bituminous macadam (G-2) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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. (Including all taxes, labour cess but Excluding GST)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes 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 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. 509 complete in all respects (Including all taxes, labour cess but Excluding GST)
Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. as per SI No 251 (For Widening of culvert & U-type drain ) (Including all taxes, labour cess but Excluding GST)
Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. as per SI No 280 (For Widening of culvert & U-type drain ) (Including all taxes, labour cess but Excluding GST)
M-150 brick work in 1:3 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. as per SI No 306 (For Widening of culvert ) (Including all taxes, labour cess but Excluding GST)
R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1 : 1.5 : 3 in slab, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. as per SI No 284 (b) (For Widening of culvert & U-type drain) (Including all taxes, labour cess but Excluding GST)
Mild steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. as per SI No 504 (For Widening of culvert & U-type drain ) (Including all taxes, labour cess but Excluding GST)
Flush pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 F.M. including supply of all materials; labour and T & P etc. required for proper completion of the work. as per SI No 575 (For Widening of culvert ) (Including all taxes, labour cess but Excluding GST)
ganga sagar singh
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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