Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | M.K ISMAIL L1 | MOIDEEN KUNHI L2 |
|---|---|---|---|---|---|
| 1.00DRAINAGE CONSTRUCTION | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 53.57 | cum | 47.34 ₹2,536.05 Lowest | 47.77 ₹2,559.09 |
| 1.00 | 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 | 2.79 | cum | 7,795.68 ₹21,749.95 Lowest | 7,866.81 ₹21,948.4 |
| 1.00 | 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) | 8.46 | cum | 7,618.49 ₹64,452.43 Lowest | 7,688 ₹65,040.48 |
| 1.00 | 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) | 0.69 | cum | 7,956.13 ₹5,489.73 Lowest | 8,028.72 ₹5,539.82 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.01 | tonne | 86,983.32 ₹956.82 Lowest | 87,777 ₹965.55 |
| 1.01 | 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 | 0.16 | cum | 8,562.63 ₹1,352.9 Lowest | 8,640.76 ₹1,365.24 |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 13.11 | cum | 59.42 ₹779 Lowest | 59.96 ₹786.08 |
| 1.01 | 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. <br>(ii) Using Gravel mix soil. | 12.94 | cum | 2,152.41 ₹27,847.88 Lowest | 2,172.05 ₹28,101.98 |
| 1.01 | OD271666/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest available size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc complete (Modified 50.6.7.1) | 52.56 | cum | 5,033.18 ₹2,64,543.94 Lowest | 5,079.03 ₹2,66,953.82 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
16 Sept 2025, 5:00 pmClosed
AKHILA_C_V
OFFICE OF ASSISTANT ENGINEER VORKADY GP
Annual Plan Vorkady GP Proj No 325_2526 BADIMALE BALAPUNI SANGHA ROAD IMPROVEMENT WARD 7 General Civil Work
2025_LSGD_795216_7
67/AE/VKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
VORKADY_GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
₹10,583
11 Nov 2025
9 Sept 2025
18 Sept 2025
9 Sept 2025
16 Sept 2025
9 Sept 2025
Amount
DRAINAGE CONSTRUCTION
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 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)
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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. <br>(ii) Using Gravel mix soil.
OD271666/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest available size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc complete (Modified 50.6.7.1)
MOIDEEN KUNHI (BID ID -2340900)
Bidder Name
M.K ISMAIL
MOIDEEN KUNHI
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1315231.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .