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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹5.9 Cr | L1 | Accepted-AOC Exception complete |
| 2 | L2₹6.0 Cr+₹9.0 L (1.52%)Accepted-AOC VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹6.0 Cr+₹9.0 L (1.52%) | L2 | Accepted-AOC Exception complete |
| 3 | L3₹6.0 Cr+₹14.6 L (2.47%)Rejected-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹6.0 Cr+₹14.6 L (2.47%) | L3 | Rejected-Finance Reject |
| 4 | L4₹6.6 Cr+₹66.9 L (11.4%)Rejected-Finance | ₹6.6 Cr+₹66.9 L (11.4%) | L4 | Rejected-Finance Reject |
| 5 | L5₹7.0 Cr+₹1.1 Cr (19.2%)Rejected-Finance MOH SHER MOHAMMAD PILIBHIT | PILIBHIT | UTTAR PRADESH | 262001 | ₹7.0 Cr+₹1.1 Cr (19.2%) | L5 | Rejected-Finance Reject |
Tender Value
₹7.1 Cr
EMD Value
₹14.2 L
Closing Date
25 Nov 2019, 12:00 pmClosed
SE LUCKNOW CIRCLE PWD LUCKNOW
96 MG ROAD SE LUCKNOW CIRCLE PWD LUCKNOW
Widening of Chandrika Devi BKT Kumrawa babaganj (MDR-90C) road Ch. 0.000 to 10.452 (Harbal road)
2019_CEUCZ_403717_1
6836/523(1)C- Lcir/2019-20 Dt. 02.11.2019
Open Tender
Civil Works - Roads
Percentage
270 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
UP E-TENDER ONLINE ACCOUNT THROUGH E-TENDER PORTAL
₹14.2 L
SE LUCKNOW CIRCLE PWD LUCKNOW
23 Jan 2020
15 Nov 2019
26 Nov 2019
15 Nov 2019
25 Nov 2019
15 Nov 2019
20 Nov 2019
Amount
Road Work
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per MORTH Specification 305
Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting trimming bottom and solpes in accordance with requirement of lines, grade and cross sections withhin all lifts and lead (for widening of existing road). As per MORTH Specification 305
Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. As per MORTH Specification 305
Construction of embankment with approved material deposited at site from roadway cutting and excavatio from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 As per MORTH Specification 305
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth with 5km. lead) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2. As per MORTH Specification 305
Dismantling of Flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable mateials separately as per Technical Specification Clause 202 (Bitumenous) As per MORTH Specification 305
Dismantling of Flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable mateials separately as per Technical Specification Clause 202 (Granular) As per MORTH Specification 305
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. As per MORTH Specification 305
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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plain) As per MORTH Specification 305
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75kg/sqm usingmannual means . As per MORTH Specification 305
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom. As per MORTH Specification 305
Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 Specifications Clause 507 complete in all respects. As per MORTH Specification 305
Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 Specifications Clause 509 complete in all respects. As per MORTH Specification 305
Drainage / H.P. Culvert Culvert / RCC Culvert
Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Dismentling Brick work or Stone work in lime or cement mortor and including stacking of materials as directed by the Engineer in Charge with in a distance of 60 meters ( 200ft.)
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
Providing and laying hume pipe Culvert 300 mm dia = 5 Meter
Providing and laying hume pipe Culvert 600 mm dia = 15 Meter
Providing and laying hume pipe Culvert 1000 mm dia = 5 Meter
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations
Furnishing and placing reintforced cement concrement M-25 in super structure as per drawing and Technical Specifications.
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses.
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
RCC M-20 Grade cement concrete in open foundation complete as per drawing and Technical Specifications.
Plaster with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
M/S DEEPAK KUMAR AGARWAL
M/S SURYANSH INFRA DEVELOPERS PVT LTD
M/s Raj Laxmi Enterprises
M/S HINDUSTAN CONSTRUCTION
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