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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Agreement executed |
| Sl No | Description | Qty | Unit | KUNJUMON P L1 |
|---|---|---|---|---|
| 1.00side wall | ||||
| 1.00 | OD441521/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m 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 dimantling the bund after the completion of work. modified 60.1.2 | 6 | metre | 940.93 ₹5,645.58 Lowest |
| 1.00 | OD441520/2024-2025:Bailing out of water using pump above 10HP & upto 20HP-Bailing out water with engine and pump set above 10HP,including conveyance to siite and erection,cost of fuel,lubrication oil and other stores,pay of staff etc complete.Modified 60.2.4 | 56 | hour | 558.48 ₹31,274.88 Lowest |
| 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 | 12.35 | cum | 403.95 ₹4,988.78 Lowest |
| 1.00 | OD441519/2024-2025::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental officers at
siteModified 60.7.1 using DEPARTMENTAL RUBBLE | 11.12 | cum | 1,532.03 ₹17,028.51 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 | 22.23 | cum | 764.77 ₹17,000.84 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 | 3.71 | cum | 7,792.83 ₹28,872.44 Lowest |
| 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 For height upto 5 m III. R.C.C grade M 20 | 19.27 | cum | 9,084.38 ₹1,75,019.67 Lowest |
| 1.01 | 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 | 1.61 | tonne | 88,378.23 ₹1,42,730.84 Lowest |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 7 | no | 162.21 ₹1,135.47 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
30 Jun 2025, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Thrikkakara municipality -Construction of side protection wall in Valiyapadam thodu at ward 40(RETENDER)
2025_LSGD_770582_11
LIDEW/AEE/ET/24/2025
Open Tender
Civil Works - Others
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
₹10,593
Yes
16 Sept 2025
21 Jun 2025
2 Jul 2025
21 Jun 2025
30 Jun 2025
21 Jun 2025
Amount
side wall
OD441521/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m 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 dimantling the bund after the completion of work. modified 60.1.2
OD441520/2024-2025:Bailing out of water using pump above 10HP & upto 20HP-Bailing out water with engine and pump set above 10HP,including conveyance to siite and erection,cost of fuel,lubrication oil and other stores,pay of staff etc complete.Modified 60.2.4
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
OD441519/2024-2025::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1 using DEPARTMENTAL RUBBLE
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
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
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
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Bidder Name
KUNJUMON P
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