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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.2 LAccepted-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | 1 | Accepted-AOC accepted | |
| 2 | 2₹19.7 L+₹36,864.70 (1.91%)Rejected-AOC | 2 | Rejected-AOC higher rate hence rejected |
Tender Value
₹17.9 L
EMD Value
₹44,746
Closing Date
24 Jan 2024, 5:00 pmClosed
SUPERINTENDING ENGINEER
Kochi municipal corporation,Ernakulam
GENERAL-FCE3-1676 / 23-Reconstruction of culverts, drain and laying interlock tiles in PT Joseph road from Milma Junction to EP No-T/CN/44 in Division 25 - General Civil Work (PAYMENT PRIORITY WORK)
2024_LSGD_644958_1
FCE3-1676/23
Open Tender
Civil Works - Roads
Item Rate
180 days
FORT KOCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹44,746
Yes
3 Apr 2024
17 Jan 2024
27 Jan 2024
17 Jan 2024
24 Jan 2024
17 Jan 2024
Amount
Drain ,Culvert & Tile Paving
OD119376/2023-2024:Earth work in surface excavation(in or under water) by mechanical means (hydraulic excavator)/Manual means 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
2.5.1.B: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. (I) By Manual Means (B) Cement Concrete
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
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
OD128636/2023-2024:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
OD119380/2023-2024:Mancoolies engaged
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.
4.11.1: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. <br> (i) Using naturally occuring gravel
OD119379/2023-2024:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge.
Smitha Biju
Bidder Name
BIJU ANTONY
Smitha Biju
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_987312.pdf
boq_comp_chart.xlsx
xlsx
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