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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₹12.5 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹12.8 L+₹32,559.91 (2.61%)Rejected-AOC | L2 | Rejected-AOC second | |
| 3 | Rejected-Technical MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | G GOPAKUMARAN PILLAI L2 | DANIKUTTY L1 | ANILKUMAR P L4 | K.GOPALAKRISHNA PILLAI L6 | PRADEEPKUMAR S L5 | BINU .D L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road renovation | |||||||||
| 1.00 | 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. | 1,480 | sqm | 14.25 ₹21,090 | 13.89 ₹20,557.2 Lowest | 14.49 ₹21,445.2 | 14.59 ₹21,593.2 | 14.57 ₹21,563.6 | 14.42 ₹21,341.6 |
| 1.00 | 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 | 111 | cum | 3,337.83 ₹3,70,499.13 | 3,253.07 ₹3,61,090.77 Lowest | 3,394.33 ₹3,76,770.63 | 3,416.59 ₹3,79,241.49 | 3,412.84 ₹3,78,825.24 | 3,379.05 ₹3,75,074.55 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 1,480 | sqm | 71.53 ₹1,05,864.4 | 69.71 ₹1,03,170.8 Lowest | 72.73 ₹1,07,640.4 | 73.22 ₹1,08,365.6 | 73.14 ₹1,08,247.2 | 72.41 ₹1,07,166.8 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 1,480 | sqm | 16.82 ₹24,893.6 | 16.39 ₹24,257.2 Lowest | 17.1 ₹25,308 | 17.22 ₹25,485.6 | 17.2 ₹25,456 | 17.02 ₹25,189.6 |
| 1.00 | 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) | 1,480 | sqm | 269.36 ₹3,98,652.8 | 262.52 ₹3,88,529.6 Lowest | 273.9 ₹4,05,372 | 275.71 ₹4,08,050.8 | 275.41 ₹4,07,606.8 | 272.68 ₹4,03,566.4 |
| 1.01 | OD25318/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegitation in equalities not exeeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | 272 | sqm | 32.71 ₹8,897.12 | 31.88 ₹8,671.36 Lowest | 33.26 ₹9,046.72 | 33.48 ₹9,106.56 | 33.44 ₹9,095.68 | 33.11 ₹9,005.92 |
| 1.01 | 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) | 40.8 | cum | 8,511.74 ₹3,47,278.99 | 8,295.6 ₹3,38,460.48 Lowest | 8,655.19 ₹3,53,131.75 | 8,712.58 ₹3,55,473.26 | 8,703.01 ₹3,55,082.81 | 8,616.93 ₹3,51,570.74 |
| 1.01 | OD27931/2025-2026:Name Board_ Providing and fixing of informatory sign board fixed over MS sheet, 1.5 mm
thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
ground by means of properly designed foundation with M15 grade cement concrete 450 mm x
450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification
Clause 801 800 mm x 600 mm Rectangular | 1 | each | 4,776.1 ₹4,776.1 | 4,654.82 ₹4,654.82 Lowest | 4,856.59 ₹4,856.59 | 4,888.79 ₹4,888.79 | 4,883.42 ₹4,883.42 | 4,835.12 ₹4,835.12 |
Tender Value
₹14.4 L
EMD Value
₹36,011
Closing Date
20 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer, LIDEW
Assistant Engineer, LIDEW Section Thodiyoor GP
Annual Plan-THODIYOOR GP Project No 100/2025-26-Renovation of Mypra Kottinakala Kadakkara Anganawadi road in ward 14 and 15-General Civil Work
2025_LSGD_768581_14
01/AE/LIDEW/TDR/TNDR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thodiyoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹36,011
Yes
12 Aug 2025
11 Jun 2025
24 Jun 2025
11 Jun 2025
20 Jun 2025
11 Jun 2025
Amount
Road renovation
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
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)
OD25318/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegitation in equalities not exeeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m
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)
OD27931/2025-2026:Name Board_ Providing and fixing of informatory sign board fixed over MS sheet, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 800 mm x 600 mm Rectangular
G GOPAKUMARAN PILLAI (BID ID -2228697)
BINU .D (BID ID -2228842)
ANILKUMAR P (BID ID -2228939)
PRADEEPKUMAR S (BID ID -2228957)
K.GOPALAKRISHNA PILLAI (BID ID -2228677)
Bidder Name
DANIKUTTY
ANILKUMAR P
G GOPAKUMARAN PILLAI
K.GOPALAKRISHNA PILLAI
BINU .D
PRADEEPKUMAR S
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