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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.9 LAccepted-AOC | ₹21.9 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | 2₹22.9 L+₹99,544.20 (4.55%)Rejected-Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹22.9 L+₹99,544.20 (4.55%) | 2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 REJECTED |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
3 Nov 2022, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer ,LSGD SE - Kochi Corporation
SYE1/9556/2021-Paving Interlocking Tiles and Construction of Drain at Vylopilly Lane in Div-17 (
2022_LSGD_519160_1
sye1/9556/22
Open Tender
Civil Works - Roads
Item Rate
PALLURUTHY
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
26 Jul 2023
21 Oct 2022
7 Nov 2022
21 Oct 2022
3 Nov 2022
21 Oct 2022
Amount
Interlock & Drain
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
2.5.1.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> (I) By Manual Means <br> (B) 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 <br> I. P.C.C grade M 10 <br> (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)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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.<br> (iii) For Grading III Material
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
OD60268/2022-2023:Providing mancoolie for various works
OD62471/2022-2023:Providing and laying interlock concrete block pavement using 80 mm,M 40 Hydraulic block of approved size design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness
P H Zakeer
Soorya Engineering
MUJEEB RAHIMAN
Bidder Name
Soorya Engineering
BAIJU V V
MUJEEB RAHIMAN
P H Zakeer
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