Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.7 LAccepted-AOC | ₹41.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹42.4 LRejected-AOC | ₹42.4 L | 2 | Rejected-AOC L2 |
| 3 | 3₹42.4 LRejected-Finance | ₹42.4 L | 3 | Rejected-Finance L3 |
| 4 | 4₹42.6 LRejected-Finance | ₹42.6 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SANTHOSH THOMAS L1 | Thampy Thomas L3 | Mony V Athukuzhy L2 | RAJEEV RAJU L4 |
|---|---|---|---|---|---|---|---|
| 1.00Culvert span 4m | |||||||
| 1.00 | OD275743/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 18 | metre | 1,471.83 ₹26,492.94 | 1,495.91 ₹26,926.38 | 1,495.91 ₹26,926.38 | 2,000 ₹36,000 |
| 1.00 | 2.5.2.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. (II) By Mechanical Means (B) Reinforced Cement Concrete | 34.82 | cum | 1,541.26 ₹53,660.51 | 1,566.48 ₹54,538.57 | 1,566.48 ₹54,538.57 | 1,600 ₹55,705.60 |
| 1.00 | OD275740/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 192 | hour | 467.22 ₹89,706.24 | 474.87 ₹91,175.04 | 474.87 ₹91,175.04 | 500 ₹96,000 |
| 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 | 124.5 | cum | 926.67 ₹1.2 L | 941.83 ₹1.2 L | 941.83 ₹1.2 L | 941.83 ₹1.2 L |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 198.4 | cum | 472.72 ₹93,787.65 | 480.46 ₹95,323.26 | 480.46 ₹95,323.26 | 480.46 ₹95,323.26 |
| 1.01 | OD275739/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 30 | cum | 3,041.32 ₹91,239.60 | 3,091.09 ₹92,732.70 | 3,091.09 ₹92,732.70 | 3,091.09 ₹92,732.70 |
| 1.01 | OD275742/2025-2026:DRY RUBBLE MASONRY_Dry rubble without concrete levelling coarse masonry with good quality blasted rubble including packing to compactness to lime sand levels ,cost and coneyance of all materials,labour charges etc complete as per direction of department officers. | 79.36 | cum | 4,093.24 ₹3.2 L | 4,160.22 ₹3.3 L | 4,160.22 ₹3.3 L | 4,160.22 ₹3.3 L |
| 1.01 | OD275748/2025-2026: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 | 119.04 | cum | 1,758.75 ₹2.1 L | 1,787.53 ₹2.1 L | 1,787.53 ₹2.1 L | 1,787.53 ₹2.1 L |
| 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 | 6.75 | cum | 9,727.86 ₹65,663.06 | 9,887.04 ₹66,737.52 | 9,887.04 ₹66,737.52 | 9,887.04 ₹66,737.52 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
4 Nov 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, KOTTAYAM
LAC-ADS-20928-LAC ADS MANI C KAPPAN Pala Constituency 20928 Construction of thottungal bridge in kuruvikkoodu geeragathil padi road in Elikkulam GP Ward 16 -General Civil Work-1
2025_LSGD_815709_2
14/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
548 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
28 Jan 2026
28 Oct 2025
5 Nov 2025
28 Oct 2025
4 Nov 2025
28 Oct 2025
Amount
Culvert span 4m
OD275743/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
2.5.2.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. (II) By Mechanical Means (B) Reinforced Cement Concrete
OD275740/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff 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
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
OD275739/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
OD275742/2025-2026:DRY RUBBLE MASONRY_Dry rubble without concrete levelling coarse masonry with good quality blasted rubble including packing to compactness to lime sand levels ,cost and coneyance of all materials,labour charges etc complete as per direction of department officers.
OD275748/2025-2026: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
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
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 For height upto 5 m 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
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD285303/2025-2026:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained form scarification with power roller as per direction of departmrntal officers at site (Division OD)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD275745/2025-2026:Construction of granular sub base/base/surface coarse with local material spreading in layers,levelling the top and compacting with smooth wheel roller as per technical specification(quarry muck filing with roller compaction)
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)
OD294425/2025-2026:Surface dressing of the ground including removing vegitation and in-equlities not exceeding 15cm deep and dispoasal of rubbish,lead upto 50m and lift upto 1.5m
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)
OD275747/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(without roller)(for areas other than upper kuttanad)
OD275741/2025-2026:Supplying and fixing nameboard
Mony V Athukuzhy (BID ID -2426837)
Thampy Thomas (BID ID -2425091)
RAJEEV RAJU (BID ID -2426958)
Bidder Name
SANTHOSH THOMAS
Mony V Athukuzhy
Thampy Thomas
RAJEEV RAJU
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1366411.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
Tendernotice_1.pdf
PDF • 0.23 MB
PRE020.pdf
Tender Documents • 0.26 MB
EPAYMENT.pdf
Tender Documents • 0.24 MB
IPACT.pdf
Tender Documents • 0.24 MB
FOT020.pdf
Tender Documents • 0.26 MB
BOQ_1366411.xls
BOQ • 0.32 MB
AFFI020.pdf
Tender Documents • 0.24 MB
SBD020.pdf
Tender Documents • 2.21 MB
Download all tender documents and submit your bid