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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC KERALA KL | KOTTAYAM | KERALA | 686102 | ₹1.3 Cr | L1 | Accepted-AOC lowest |
| 2 | L2₹1.3 Cr+₹5.8 L (4.50%)Rejected-Finance | ₹1.3 Cr+₹5.8 L (4.50%) | L2 | Rejected-Finance Lowest Bid Accepted |
| 3 | L3₹1.4 Cr+₹8.7 L (6.76%)Rejected-Finance | ₹1.4 Cr+₹8.7 L (6.76%) | L3 | Rejected-Finance Lowest Bid Accepted |
| 4 | L4₹1.4 Cr+₹13.7 L (10.6%)Rejected-Finance | ₹1.4 Cr+₹13.7 L (10.6%) | L4 | Rejected-Finance Lowest Bid Accepted |
| 5 | L5₹1.4 Cr+₹14.3 L (11.1%)Rejected-Finance | ₹1.4 Cr+₹14.3 L (11.1%) | L5 | Rejected-Finance Lowest Bid Accepted |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
31 Oct 2022, 4:00 pmClosed
The Assistant Executive Engineer
Office of the Assistant Executive Engineer
Paving of Interlocking paving tile in inner ring road at guruvayur
2022_LSGD_517531_1
CELSGD/TR/22300/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Guruvayur Municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
₹50,000
27 Dec 2022
18 Oct 2022
1 Nov 2022
18 Oct 2022
31 Oct 2022
18 Oct 2022
Amount
Appex 1 - Guruvayur Municipality Road
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD113267/2022-2023: Filling Scarifying Department material spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
OD113576/2022-2023:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. [MoRTH 55.23 modified]
OD40370/2022-2023:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Light shade pigment using white cement
OD40320/2022-2023:Man coolie for clearing site
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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)
P.SUNILKUMAR
antony p paul
JOSHY K.P
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
antony p paul
JOSHY K.P
P.SUNILKUMAR
Vinodkumar CP
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