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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹97.5 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹1.2 Cr+₹17.8 L (18.2%)Rejected-AOC FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.2 Cr+₹17.8 L (18.2%) | L2 | Rejected-AOC SECOND LOWEST |
| 3 | Rejected-Technical H NO 236 VILLAGE RAZAPUR GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | - | - | Rejected-Technical Rate validity duration Certificate not attached |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
7 Sept 2021, 3:00 pmClosed
SUPERINTENDING ENGINEER DRAINAGE CIRCLE GHAZIABAD
VICTORIA PARK COLONY MEERUT
Repairing and Construction of Road from Km. 3.500 to Km. 6.200 at Hindon Yamuna Doab Bund in Distt. G.B.Nagar.
2021_UPIDC_613387_1
02/se/2021-22
Open Tender
Civil Works - Roads
Item Rate
60 days
GAUTAMBUDHNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.5 L
25 Nov 2021
1 Sept 2021
7 Sept 2021
1 Sept 2021
7 Sept 2021
1 Sept 2021
Amount
Demolishing dry brick pitching in floors, drains etc.including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. From KM 5.100 to 6.200
Preparation and consolidation of sub grade with power road roller of 8-12 ton capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50m.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tipper to work site, for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and direction of Engineer-in-charge.with material conforming to grade II(size 53mm to 0.075mm)having CBR value25
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8-10 ton capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge.
Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen spraying the bitumen with mechanically operated spraying unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per [email protected] Kg/sqm
Providing and laying dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density as per specifications and direction of Engineer-in-charge.
Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen spraying the bitumen with mechanically operated spraying unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per [email protected] Kg/sqm
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level, alignment and rolling with smooth wheeled, vibratory and tandem to rollers achieve the desired compaction and density as per specifications and direction of Engineer-in-charge.40 to 100mm compacted thickness with bitumen of grade VG-30@ 5.5% (Percentage by weight of total mix) and lime filler @ 3% (Percentage by weight of Aggregate)prepared in batch type hot mix plant of 100-120TPHCapacity
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50m. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
MA AND SONS
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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