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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VIJAYARAJ N L3 | SURESH BABU C L1 | C SABU L2 |
|---|---|---|---|---|---|---|
| 1.00Sidewall construction | ||||||
| 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 | 20.45 | cum | 970 ₹19,831.65 | 866.58 ₹17,717.23 Lowest | 962.76 ₹19,683.63 |
| 1.00 | OD103222/2025-2026:Dry Rubble Masonry with hard stone | 49.01 | cum | 6,400 ₹3,13,664 | 5,688.93 ₹2,78,814.46 Lowest | 6,320 ₹3,09,743.2 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 1,02,669.25 ₹14,373.7 | 92,412.59 ₹12,937.76 Lowest | 1,02,669.25 ₹14,373.7 |
| 1.00 | 12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.28 | cum | 10,500 ₹23,982 | 9,259.35 ₹21,148.36 Lowest | 10,287.03 ₹23,495.58 |
| 1.00 | OD103275/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 31.42 | cum | 500 ₹15,708 | 427.22 ₹13,421.54 Lowest | 474.64 ₹14,911.29 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.63 | cum | 3,500 ₹9,191 | 3,068.44 ₹8,057.72 Lowest | 3,409.01 ₹8,952.06 |
| 1.01 | 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) | 2.63 | cum | 9,800 ₹25,734.8 | 8,790.85 ₹23,084.77 Lowest | 9,766.53 ₹25,646.91 |
| 1.01 | 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) | 0.72 | cum | 9,500 ₹6,887.5 | 8,452.73 ₹6,128.23 Lowest | 9,390.88 ₹6,808.39 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
27 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer, LID and EW, Chenkal Grama Panchayat
Annual Plan-Chenkal GP Pro. No. 330/25-Udiyankulam Kallingapotta Mecherivila Road Sidewall in Ward 4-General Civil Work
2025_LSGD_788125_36
01/2025-26/AE/LIDandEW/CHL
Open Tender
Civil Works - Roads
Item Rate
90 days
Chenkal
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,591
Yes
19 Dec 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
Sidewall construction
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
OD103222/2025-2026:Dry Rubble Masonry with hard stone
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD103275/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
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)
C SABU (BID ID -2310670)
VIJAYARAJ N (BID ID -2310716)
Bidder Name
VIJAYARAJ N
C SABU
SURESH BABU C
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