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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | Rejected-Technical N.A. |
| 2 | Rejected-Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | Rejected-Technical N.A. |
| 3 | Rejected-Technical 19 PARKDRIVE MALIBU TOWN SECTOR 47 SOHNA ROAD GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | Rejected-Technical N.A. |
| 4 | Rejected-Technical | Rejected-Technical N.A. |
| 5 | Rejected-Technical | Rejected-Technical N.A. |
Tender Value
₹74.6 Cr
EMD Value
₹1.5 Cr
Closing Date
30 Sept 2022, 3:00 pmClosed
CE LDA
CE Lda
CONSTRUCTION OF PAVEMENT AND WIDENING OF EXISTING EMBANKMENT WITH RE WALL TO 18M WIDTH ON RHS ALIGNMENT OF GREEN CORRIDOR IN LUCKNOW, UP
2022_LDAUP_725850_1
48/E-Nivida/CE/2022-23
Open Tender
Civil Works - Roads
Fixed-rate
730 days
CE LDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹59,000
Secretary LDA
₹1.5 Cr
Yes
Masood Hall, LDA
11 Nov 2022
5 Sept 2022
30 Sept 2022
5 Sept 2022
30 Sept 2022
5 Sept 2022
14 Sept 2022
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 | Earthwork in embankment by power transported earth with a lead upto 18. km including excavation, loading, unloading, royalty, mechanical compaction, (uto 98 % omc)dressing and all lifts complete. :- In all types of Soil - Borrow Area | 1,74,437 | Cum | 520.39 | ₹9,07,75,270.43 |
| 2 | RCC DRAINS :- Providing and laying of RCC/PCC in Road side drain, Median drain, Utility Duct, Retaining wall & Protective Work. RCC DRAINS:- PCC Grade M-15 for Drain etc, as per Drawing or as directed by engineer Incharge (PCC thk.=100mm) | 287 | Cum | 10,199 | ₹29,27,113 |
| 3 | RCC DRAINS :- Providing and laying of RCC/PCC in Road side drain, Median drain, Utility Duct, Retaining wall & Protective Work. Cast-in-situ Grade RCC M-20 for open Drain etc, as per Drawing or as directed by engineer Incharge | 748 | Cum | 11,064 | ₹82,75,872 |
| 4 | Supplying, Fitting and Placing un-coated HYSD/tmt bar Reinforcement in Drains complete as per Drawing and Technical Specifications. As per Drawing or Directed by Engineer Incharge (steel @ 75kg/cum) | 45 | MT | 89,686 | ₹40,35,870 |
| 5 | (Construction of Reinforced Earth Retaining Structures) Construction of earthwork in layers, assembling and erection of reinforcing elements and placing of facia panels and all associated components as per Additional Technical Specification A-16, approved design and drawing of specialised firm Construction of Reinforced Earth Retaining Wall including Facia material (M35) and its placement and Assembling, joining with facing elements and laying of the reinforcing elements | 16,744 | sqm | 2,512 | ₹4,20,60,928 |
| 6 | (Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of) :- 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. | 16,744 | sqm | 678 | ₹1,13,52,432 |
| 7 | Providing levelling pad in cement concrete M-15 grade below facia panels, including earthwork in excavation, backfilling and profiling of fore slope complete as per approved design, drawing and Technical Specifications Sections 300, 1500, 1700 and 2100. | 431 | cum | 10,199 | ₹43,95,769 |
| 8 | Providing, Filling, grading and compaction with selected granular soil meeting approved design parameters in layers in soil reinforced zone complete. (Extra amount over embankment material taken @10% of Rate of Rs.2,295/cum of coarse sand) | 82,046 | cum | 229.44 | ₹1,88,24,634.24 |
| 9 | Excavation for RE wall panel foundation pad | 1,794 | cum | 111.53 | ₹2,00,084.82 |
| 10 | Providing and laying RCC in Friction slab -M30 grade including reinforcement and reinforcing elements with all fixtures and accesories complete | 1,076 | cum | 26,735.9 | ₹2,87,67,828.4 |
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