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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC First Lowest quoted Accepted as per resolution 5(1) Dtd 23.09.2025 | |
| 2 | L2₹7.6 L+₹33,547.02 (4.60%)Rejected-AOC | L2 | Rejected-AOC Second Lowest quoted Rejected as per resolution 5(1) Dtd 23.09.2025 | |
| 3 | L3₹8.0 L+₹71,668.56 (9.83%)Rejected-Finance | L3 | Rejected-Finance Third Lowest quoted Rejected as per resolution 5(1) Dtd 23.09.2025 |
| Sl No | Description | Qty | Unit | MANI.N L2 | SANJAY K S L1 | BALAKRISHNAN.M L3 |
|---|---|---|---|---|---|---|
| 1.00Side Protection | ||||||
| 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 | 45.36 | cum | 941.83 ₹42,721.41 | 900.39 ₹40,841.69 Lowest | 988.92 ₹44,857.41 |
| 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 | 7.56 | cum | 9,001.46 ₹68,051.04 | 8,605.4 ₹65,056.82 Lowest | 9,451.53 ₹71,453.57 |
| 1.00 | 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 | 5.57 | cum | 10,457.41 ₹58,195.49 | 9,997.28 ₹55,634.86 Lowest | 10,980.28 ₹61,105.26 |
| 1.00 | 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 | 0.46 | tonne | 1,00,926.12 ₹46,123.24 | 96,485.37 ₹44,093.81 Lowest | 1,05,972.43 ₹48,429.4 |
| 2.00DR masonry | ||||||
| 2.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 9 | cum | 2,542 ₹22,878 | 2,430.15 ₹21,871.35 Lowest | 2,669.1 ₹24,021.9 |
| 2.00 | OD186899/2025-2026:60.7.1 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 | 114.19 | cum | 3,993.46 ₹4,56,033.16 | 3,817.75 ₹4,35,967.96 Lowest | 4,193.13 ₹4,78,834.48 |
| 2.00 | OD186887/2025-2026: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. | 5.4 | cum | 1,715.88 ₹9,265.75 | 1,640.38 ₹8,858.05 Lowest | 1,801.67 ₹9,729.02 |
| 2.00 | OD175805/2025-2026:60.1.2 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. | 20 | metre | 1,418.09 ₹28,361.8 | 1,355.69 ₹27,113.8 Lowest | 1,488.99 ₹29,779.8 |
Tender Value
₹7.6 L
EMD Value
₹19,061
Closing Date
30 Aug 2025, 5:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer, LID EW , LSGD Section, Thenkurissi Grama Panchayat
Annual Plan-Thenkurissi GP 2025-2026 (Pro.no.219/26) -Anjathani Nedungaramkadu Public pond Maintenance Ward 1
2025_LSGD_785511_1
01/2025-26/AE/LIDEW/THY/TENDER
Open Tender
Civil Works - Others
Item Rate
270 days
Thenkurissi GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,675
Yes
₹19,061
Yes
30 Dec 2025
18 Aug 2025
8 Sept 2025
18 Aug 2025
30 Aug 2025
18 Aug 2025
Amount
Side Protection
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
DR masonry
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD186899/2025-2026:60.7.1 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
OD186887/2025-2026: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.
OD175805/2025-2026:60.1.2 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.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
MANI.N (BID ID -2313651)
BALAKRISHNAN.M (BID ID -2313586)
Bidder Name
SANJAY K S
MANI.N
BALAKRISHNAN.M
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