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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC FIRST LOWEST QUOTED BIDDER |
| 2 | L2₹1.3 Cr+₹4.0 L (3.28%)Rejected-AOC | ₹1.3 Cr+₹4.0 L (3.28%) | L2 | Rejected-AOC SECOND LOWEST QUOTED BIDDER |
| 3 | L3₹1.4 Cr+₹15.4 L (12.5%)Rejected-AOC | ₹1.4 Cr+₹15.4 L (12.5%) | L3 | Rejected-AOC THIRD LOWEST QUOTED BIDDER |
| 4 | L4₹1.4 Cr+₹17.0 L (13.8%)Rejected-AOC | ₹1.4 Cr+₹17.0 L (13.8%) | L4 | Rejected-AOC FOURTH LOWEST QUOTED BIDDER |
| 5 | L5₹1.5 Cr+₹23.9 L (19.4%)Rejected-AOC | ₹1.5 Cr+₹23.9 L (19.4%) | L5 | Rejected-AOC FIFTH LOWEST QUOTED BIDDER |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
15 Oct 2022, 5:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER, LID AND EW SECTION, PATTAMBI MUNICIPALITY
PAVING 100 MM THICK INTERLOCKING BLOCKS, EDGE CONCRETING, INTERMEDIATE BELT CONCRETING
2022_LSGD_511137_1
E2-1772/21
Open Tender
Civil Works - Roads
Item Rate
180 days
PATTAMBI
Please refer Tender documents.
9 documents required · 9 mandatory
₹6,508
Yes
₹50,000
Yes
21 Dec 2022
29 Sept 2022
20 Oct 2022
29 Sept 2022
15 Oct 2022
29 Sept 2022
Amount
REMOVING GRASS & VEGETABLE ROOTS
2.2.1.B:Clearing and Grubbing Road Land 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 Technical Specification Clause 201.(I) By Manual Means (B) In area of thorny jungle
PROVIDING INTERLOCKING PAVING BLOCKS OF SIZE 100 MM THICK
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
OD8165/2022-2023:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( Morth 55.22 modified)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD8164/2022-2023::Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
SIDE PROTECTION WORKS
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD8166/2022-2023:Filling up low lying and water logged areas with local material/quarry muck, spreading in layers, levelling the top at site ad consolidation by ramming, etc complete for improving the CBR value of subgrade
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
T A VEERAN
SHAFEEQ C.A
A M Yousaf
CREZIN INFRA LLP
AMEERALI P
SIBI N K
TECH MANTHRA ENGINEERS AND CONTRACTORS
Bidder Name
AMEERALI P
TECH MANTHRA ENGINEERS AND CONTRACTORS
T A VEERAN
SHAFEEQ C.A
MUHAMMED ALI P.S.
A M Yousaf
CREZIN INFRA LLP
SIBI N K
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