Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.6 L+₹9,151.20 (1.08%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P A MATHEW L1 | RATHEESH KUMAR K L2 |
|---|---|---|---|---|---|
| 1.00Construction of Culvert | |||||
| 1.00 | OD409892/2023-2024:Bailing out water using 5 HP Pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc., complete. | 10 | hour | 401.1 ₹4,011 Lowest | 401.1 ₹4,011 Lowest |
| 1.00 | OD409893/2023-2024:RING BUND Tyoe - 1 - Putting up ring bund as per approved shape 2.50 m bottom width, 1.00 m top width using empty gunny/polythene bags, filled with earth placed in 2 rows at 0.60 m apart and filled in-between with puddy clay to form bund for an average height of 2.00 m including labor dismantling the bund after completion of the work etc., complete. | 6 | metre | 2,871.83 ₹17,230.98 Lowest | 2,871.83 ₹17,230.98 Lowest |
| 1.00 | OD344471/2024-2025:Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost, conveyance, labor charges, etc., complete. | 48 | metre | 166.38 ₹7,986.24 Lowest | 166.38 ₹7,986.24 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 17.5 | cum | 774.36 ₹13,551.3 Lowest | 774.36 ₹13,551.3 Lowest |
| 1.00 | OD344478/2024-2025:Driving down coconut piles to lines and levels through soft to medium clay soil strata including all hire charges and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of up to 6.00 m long 15 numbers per day 6 x 15 = 90 cm (details for 90 cm length). | 48 | metre | 229.56 ₹11,018.88 Lowest | 229.56 ₹11,018.88 Lowest |
| 1.01 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 7 | cum | 2,589.32 ₹18,125.24 Lowest | 2,589.32 ₹18,125.24 Lowest |
| 1.01 | 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 | 1.75 | cum | 7,890.54 ₹13,808.45 Lowest | 7,890.54 ₹13,808.45 Lowest |
| 1.01 | 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) | 11.62 | cum | 7,712.8 ₹89,661.3 Lowest | 8,500 ₹98,812.5 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2 | cum | 9,198.28 ₹18,396.56 Lowest | 9,198.28 ₹18,396.56 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
15 Feb 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA
LAC-ADS- 2023-24 - Construction of Culvert in Alamarapadi - Pappanattil padi road in Nedumbram Grama Panchayath- General Civil Work
2025_LSGD_734078_52
04/2024-25/EE/LID and EW/PTA
Open Tender
Civil Works - Roads
Item Rate
240 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,173
Yes
1 Dec 2025
6 Feb 2025
20 Feb 2025
6 Feb 2025
15 Feb 2025
6 Feb 2025
Amount
Construction of Culvert
OD409892/2023-2024:Bailing out water using 5 HP Pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc., complete.
OD409893/2023-2024:RING BUND Tyoe - 1 - Putting up ring bund as per approved shape 2.50 m bottom width, 1.00 m top width using empty gunny/polythene bags, filled with earth placed in 2 rows at 0.60 m apart and filled in-between with puddy clay to form bund for an average height of 2.00 m including labor dismantling the bund after completion of the work etc., complete.
OD344471/2024-2025:Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost, conveyance, labor charges, etc., complete.
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD344478/2024-2025:Driving down coconut piles to lines and levels through soft to medium clay soil strata including all hire charges and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of up to 6.00 m long 15 numbers per day 6 x 15 = 90 cm (details for 90 cm length).
14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD409894/2023-2024:Supplying and fixing good quality granite name board with an area of 0.50 Sqm engraving letters as per direction given by departmental officials.
Retaining wall
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (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
Approach Road
OD346408/2024-2025:Filling with Quarry Muck - Filling up low lying and waterlogged drowned-up areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidating by ramming, etc. to require a strong base.
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.
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)
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.
RATHEESH KUMAR K (BID ID -2109701)
Bidder Name
P A MATHEW
RATHEESH KUMAR K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1175971.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 .