Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.0 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹1.1 Cr+₹17.2 L (17.7%)Rejected-Finance | L2 | Rejected-Finance Second | |
| 3 | L3₹1.2 Cr+₹21.5 L (22.2%)Rejected-Finance | L3 | Rejected-Finance Highest | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-As per the tender conditions, a valid GST registration is required to participate in the tender. The bidder's GST registration was in suspended stage when the bid was opened; therefore, the bid was not admitted. |
| Sl No | Description | Qty | Unit | SABU SEBASTIAN L2 | SOJANFRANCIS L1 | John Thomas L3 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.08 | Hectare | 49,900 ₹4,141.7 | 47,091.13 ₹3,908.56 Lowest | 51,800.24 ₹4,299.42 |
| 1.00 | OD2191/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with quarry
muck, spreading in layers, leveling the top at site and consolidation by smooth
wheeled roller, etc complete for improving the CBR value of subgrade. (based on CTE
approved OD 24.1)
Details of cost for 300 cum | 992.5 | cum | 1,430 ₹14,19,275 | 1,200 ₹11,91,000 Lowest | 1,486.2 ₹14,75,053.5 |
| 1.00 | 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. | 244 | cum | 2,630 ₹6,41,720 | 2,484.07 ₹6,06,113.08 Lowest | 2,732.48 ₹6,66,725.12 |
| 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 | 77 | cum | 9,550 ₹7,35,350 | 9,001.46 ₹6,93,112.42 Lowest | 9,901.61 ₹7,62,423.97 |
| 1.00 | 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 | 132.14 | cum | 10,499 ₹13,87,337.86 | 9,005 ₹11,89,920.7 Lowest | 10,875.74 ₹14,37,120.28 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.62 | tonne | 1,06,200 ₹5,96,631.6 | 1,00,437.31 ₹5,64,256.81 Lowest | 1,10,481.04 ₹6,20,682.48 |
| 1.01 | 4.7.3.A:Water Bound Macadam Sub-base/base<br> 3) WBM Grading 3<br>Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. <br> (A) By Manual Means | 50.66 | cum | 4,700 ₹2,38,116.1 | 4,445.33 ₹2,25,213.75 Lowest | 4,889.86 ₹2,47,734.98 |
| 1.01 | 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. | 619.5 | cum | 720 ₹4,46,040 | 650.34 ₹4,02,885.63 Lowest | 715.37 ₹4,43,171.72 |
| 1.01 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(B) 1000 mm dia | 7.5 | metre | 7,900 ₹59,250 | 7,464.35 ₹55,982.63 Lowest | 8,210.79 ₹61,580.93 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
17 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer HECC
Superintending Engineer, Harbour Engineering Central Circle, Corporation Building, Paramara Road, Ernakulam North,Kochi-18
GENERAL-Upgradation of coastal Road in Kottayam District-Thupram Plamparambu Road in Ward No.1of Vazhapally Gramapanchayat -General Civil Work
2025_HED_786612_2
HED/CEHED/TR/1027/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Vazhapally Gramapanchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
Yes
₹50,000
Yes
17 Oct 2025
2 Sept 2025
19 Sept 2025
2 Sept 2025
17 Sept 2025
2 Sept 2025
Amount
Road Work
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
OD2191/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade. (based on CTE approved OD 24.1) Details of cost for 300 cum
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.
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
11.4.4: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
4.7.3.A:Water Bound Macadam Sub-base/base<br> 3) WBM Grading 3<br>Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. <br> (A) By Manual Means
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.
9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(B) 1000 mm dia
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
Retaining wall
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD7106/2024-2025:Random rubble masonry with hard stone in foundation and plinth(without top levelling course) in cement mortar 1:6 (1 cement : 6 coarse sand) including all material cost,labour charges curing charges etc complete(based on cpwd 7.1.1 data)
OD7128/2024-2025:Supplying and laying of geotextile 120gm/sq m with necessary overlap,stitching etc complete as per the direction of departmental officers at site including all materials cost,conveyance,labour charges etc complete.
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
SABU SEBASTIAN (BID ID -2341933)
John Thomas (BID ID -2339783)
Bidder Name
SOJANFRANCIS
SABU SEBASTIAN
John Thomas
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1311478.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 .