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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAccepted-AOC | ₹7.3 Cr Quoted ₹6.9 Cr | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.73264145.00 |
| 2 | L2₹7.2 Cr+₹30.1 L (4.33%)Rejected-Finance | ₹7.2 Cr+₹30.1 L (4.33%) | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹7.6 Cr+₹63.2 L (9.10%)Rejected-Finance | ₹7.6 Cr+₹63.2 L (9.10%) | L3 | Rejected-Finance Rejected due to higher rate quoted |
| 4 | L4₹8.4 Cr+₹1.4 Cr (20.7%)Rejected-Finance MOH SHER MOHAMMAD PILIBHIT | PILIBHIT | UTTAR PRADESH | 262001 | ₹8.4 Cr+₹1.4 Cr (20.7%) | L4 | Rejected-Finance Rejected due to higher rate quoted |
Tender Value
₹9.7 Cr
EMD Value
₹19.4 L
Closing Date
12 Feb 2024, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Widening and Strengthening of Ramnagar-Mahadeva road (ODR) Km.0.000 to Km. 3.200 in District Barabanki. (Hot Mix Plant)
2024_CEUFZ_890238_1
642/1KAM(Bara)E-Tender/2024 Date 29-01-2024
Open Tender
Civil Works
Item Rate
365 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹19.4 L
Yes
Ayodhya
18 Mar 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
12 Feb 2024
5 Feb 2024
8 Feb 2024
Amount
Dismantling (For Interlocking) sundries brick work including stacking of dismantled materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) (SOR 692)
Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 2.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper,trimming bottom and side slopes in accordance with requirments of lines,grades and cross sactions,and transporting to the embankment location with in all lifts and lead upto 1000m. clause 301
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.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) (Stabization with 1% Cement & 3.50% Emulsion by weight of Mix) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(ETA)
Providing and applying tack coat with bitumen (VG-10) using Bitumen Pressure distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with hydraulic broom . clause 503
Providing and laying bituminous concrete (BC- II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG- 30 @ 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. 507 complete in all respects
Earth work in excavation in trenches foundation pipe, cable etc. in ordinary soil (loom, clay or sand) complete item as per clause 304
Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clause 2100
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 1300
Supply & laying NP-3 R.C.C. 1000mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc.
Struk Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
12mm thick plaster with cement mortar in praportion of 1:2 cement and fine sand of 1.25 FM S.I.No. 580
Providing and laying Reinforced cement concrete in M-25 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1700 & 2100
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.SOR 504
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 406
Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost) (DSR 16.84)
Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (SOR 6.7 1500MORD Spe)
M/S ABHINAV CONTRACTORS
M/s Raj Laxmi Enterprises
M/S HINDUSTAN CONSTRUCTION
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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