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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.3 LRejected-AOC | ₹4.3 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Gafoor P L1 | Baby E J L2 |
|---|---|---|---|---|---|
| 1.00CC Drainage Construction(CH : 0/00 Onwards & Near Ele.Post No: K/MM 86) | |||||
| 1.00 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | 1.54 | cum | 1,488.03 ₹2,293.05 | 1,500 ₹2,311.5 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 41.6 | cum | 65.97 ₹2,744.35 | 70 ₹2,912 |
| 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 | 10.56 | cum | 879.04 ₹9,282.66 | 920 ₹9,715.2 |
| 1.00 | OD262663/2025-2026: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 on prepared surface, mixing by mix in place method with
rotavator at once and compacting with manually complete as per Clause 401.4 as per
Technical Specification Clause 408. &amp;amp;lt;br&amp;amp;gt;(ii) Using Gravel
mix soil. ( without Roller Compaction) | 3.52 | cum | 1,998.9 ₹7,036.13 | 2,010 ₹7,075.2 |
| 1.00 | OD66286/2025-2026:MoRD-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding cost of Shuttering) | 5.28 | cum | 8,078.25 ₹42,653.16 | 8,100 ₹42,768 |
| 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 | 20.07 | cum | 9,760.25 ₹1,95,888.22 | 9,800 ₹1,96,686 |
| 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 | 1.41 | tonne | 94,197.71 ₹1,32,347.78 | 94,200 ₹1,32,351 |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 1.35 | cum | 11,151.23 ₹15,054.16 | 11,200 ₹15,120 |
| 1.01 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.14 | tonne | 97,207.82 ₹13,123.06 | 97,300 ₹13,135.5 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
22 Oct 2025, 9:00 amClosed
JAYARAJ K S
THONDERNAD GP
Annual Plan TNDGP.2025 26PROJECT.No.11.26 CONSTRUCTION OF DRAINAGE AND SIDE PROTECTION OF KUNHOME ANGADY KARICKAL CHECK DAM ROAD MGR 5L DRAINAGE AND SIDE PROTECTION General Civil Work
2025_LSGD_808351_3
AE/TENDER/04A/2025-26/LSGD
Open Tender
Civil Works - Buildings
THONDERNAD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
8 Jan 2026
13 Oct 2025
23 Oct 2025
13 Oct 2025
22 Oct 2025
13 Oct 2025
Amount
CC Drainage Construction(CH : 0/00 Onwards & Near Ele.Post No: K/MM 86)
2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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
OD262663/2025-2026: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 on prepared surface, mixing by mix in place method with rotavator at once and compacting with manually complete as per Clause 401.4 as per Technical Specification Clause 408. &amp;amp;lt;br&amp;amp;gt;(ii) Using Gravel mix soil. ( without Roller Compaction)
OD66286/2025-2026:MoRD-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (Excluding cost of Shuttering)
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 1205.5<br>R.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
OD66285/2025-2026:MoRD:Providing and fixing NAME BOARD fixed over MS sheeting 2mm thick suported on GI pipe 50mm dia firmly fixed to the ground by means of properly desiigned foundation with M-15 grade cement concrete 300x300x600mm, 600mm below ground level as per drawing and technical specification 400x450mm rectangular board
Baby E J (BID ID -2399212)
Bidder Name
Baby E J
Gafoor P
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