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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₹22.2 LAccepted-AOC | L1 | Accepted-AOC ADMITTED | |
| 2 | L2₹23.2 L+₹93,760.70 (4.22%)Rejected-AOC KERALA KL | THRISSUR | KERALA | 679105 | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹23.5 L+₹1.3 L (5.88%)Rejected-AOC KANNUR | KERALA | 670612 | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹23.6 L+₹1.4 L (6.23%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685501 | L4 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | HISHAM TRADERS L2 | muhammed k L1 | ISMAIL P L3 | UMMER KUTTIKKADAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||
| 1.00 | OD88473/2024-2025:(Od from 60.7.3) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 14.8 | cum | 570 ₹8,436 Lowest | 606.1 ₹8,970.28 | 579.08 ₹8,570.38 | 581.02 ₹8,599.1 |
| 1.00 | OD88474/2024-2025:(Od from DAR 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 | 11.62 | cum | 3,235 ₹37,590.7 Lowest | 3,440.4 ₹39,977.45 | 3,286.74 ₹38,191.92 | 3,297.72 ₹38,319.51 |
| 1.00 | OD88475/2024-2025:(Od from 60.7.8) 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 | 8.88 | cum | 1,362 ₹12,094.56 Lowest | 1,449.1 ₹12,868.01 | 1,384.39 ₹12,293.38 | 1,389.02 ₹12,334.5 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.14 | cum | 7,640 ₹8,709.6 Lowest | 8,124.1 ₹9,261.47 | 7,761.16 ₹8,847.72 | 7,787.09 ₹8,877.28 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | 78,262 ₹5,634.86 Lowest | 83,220.8 ₹5,991.9 | 79,502.42 ₹5,724.17 | 79,768.02 ₹5,743.3 |
| 1.01 | 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. | 156.6 | cum | 56.97 ₹8,921.5 Lowest | 60.58 ₹9,486.83 | 57.88 ₹9,064.01 | 58.07 ₹9,093.76 |
| 1.01 | OD88476/2024-2025:(OD from Mord 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6, excluding centering and shuttering | 17.4 | cum | 6,665 ₹1,15,971 Lowest | 7,087.6 ₹1,23,324.24 | 6,770.98 ₹1,17,815.05 | 6,793.6 ₹1,18,208.64 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 55.68 | cum | 6,775 ₹3,77,232 Lowest | 7,205.1 ₹4,01,179.97 | 6,883.21 ₹3,83,257.13 | 6,906.21 ₹3,84,537.77 |
| 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) | 5.22 | cum | 7,096 ₹37,041.12 Lowest | 7,546 ₹39,390.12 | 7,208.85 ₹37,630.2 | 7,232.93 ₹37,755.89 |
Tender Value
₹26.2 L
EMD Value
₹50,000
Closing Date
16 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.
Office of the Assistant Engineer, Karuvarakundu GP
Office of the Assistant Engineer, Karuvarakundu GP
Annual Plan-2024-25 Karuvarakundu GP Pro.No.397/25 Kanmanam Manjalpaara road , Kerala Manjalpara Renovation
2025_LSGD_783484_13
2/2025/AE/LIDEW/KKD/ET
Open Tender
Civil Works - Roads
Item Rate
180 days
Karuvarakundu GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
25 Nov 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
Road concreting
OD88473/2024-2025:(Od from 60.7.3) DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD88474/2024-2025:(Od from DAR 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
OD88475/2024-2025:(Od from 60.7.8) 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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
OD88476/2024-2025:(OD from Mord 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6, excluding centering and shuttering
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
OD88429/2024-2025:(Od from DAR 2.28.1) Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD448450/2024-2025:Filling with quarry muck <br> Filling up low lying and waterlogged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.
OD88431/2024-2025:(Od from mord 75.8.1)Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) excluding centering and shuttering.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.1a:Tack Coat 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.
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
HISHAM TRADERS (BID ID -2291613)
ISMAIL P (BID ID -2291656)
UMMER KUTTIKKADAN (BID ID -2291054)
Bidder Name
HISHAM TRADERS
UMMER KUTTIKKADAN
ISMAIL P
muhammed k
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