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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 22/01/2026 | |
| 2 | L2₹10.7 L+₹1.4 L (15.0%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | KRISHNA KUMAR S L1 | HONEY V SAMUEL L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENNOVATION | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 7.2 | cum | 941.83 ₹6,781.18 Lowest | 1,083.1 ₹7,798.32 |
| 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 | 3.54 | cum | 10,457.41 ₹37,019.23 Lowest | 12,026.02 ₹42,572.11 |
| 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 | 0.32 | tonne | 1,00,926.12 ₹32,195.43 Lowest | 1,16,065.04 ₹37,024.75 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 23.2 | sqm | 323.59 ₹7,508.91 Lowest | 372.13 ₹8,635.28 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 600 | sqm | 15.79 ₹9,474 Lowest | 18.16 ₹10,896 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 600 | sqm | 302.65 ₹1,81,590 Lowest | 348.05 ₹2,08,830 |
| 1.01 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 57.26 | cum | 2,484.07 ₹1,42,225.43 Lowest | 2,856.68 ₹1,63,559.21 |
| 1.01 | OD312690/2025-2026:Inter locking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504 | 390 | sqm | 1,120.17 ₹4,36,866.3 Lowest | 1,288.2 ₹5,02,398 |
| 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) | 6.48 | cum | 9,186.73 ₹59,530.01 Lowest | 10,564.74 ₹68,459.52 |
Tender Value
₹9.3 L
EMD Value
₹23,182
Closing Date
10 Nov 2025, 6:00 pmClosed
RASHEEDA BEEVI .A
Office of the Assistant Engineer, LID and EW Section,Arattupuzha Grama Panchayat
Annual Plan-Arattupuzha GP 2025-26.Proj.No.107-WARD 18-MANGALAM RATION SHOP- KAVINTE KIZHAKKATHIL ROADDRAINCULVERTIRISH DRAIN CONSTRUCTION-
2025_LSGD_817441_1
24/AE/ARPZHA/PHASE II/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Arattupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,045
Yes
₹23,182
Yes
24 Jan 2026
31 Oct 2025
12 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
Amount
ROAD RENNOVATION
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD312690/2025-2026:Inter locking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504
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)
OD345795/2025-2026:Providing and laying non-pressure NP2class(light duty)RCC pipes with collars joined with stiff mixture of cement mortar in the proportion of 1:2(1cement:2 coarse sand)including testing of joints etc complete:300mm dia RCC pipe modified DAR 19.6.4
OD281189/2025-2026:Supplying and fixing information board 75*60 cm size using GI pipes and post& 1mm sheet surrounded by MS angle including painting lettering and fixing in concrete etc complete.
HONEY V SAMUEL (BID ID -2434808)
Bidder Name
HONEY V SAMUEL
KRISHNA KUMAR S
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