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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₹30.3 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical reject | |
| 3 | Rejected-Technical | - | Rejected-Technical reject |
| Sl No | Description | Qty | Unit | Ramakrishnan L1 | JAYACHANDRAN.M.K. L3 | Sivarama Pillai L2 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | OD2534/2025-2026:Scarifying the existing mettalled /WMM surface using mechanical means to a depth of
50mm to 150mm and compacting the material received from scarifying using power
roller at the site itself | 1,536 | sqm | 7.28 ₹11,182.08 | 7.8 ₹11,980.8 | 6.5 ₹9,984 Lowest |
| 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 | 230.4 | cum | 3,524.22 ₹8,11,980.29 Lowest | 3,750.64 ₹8,64,147.46 | 3,625 ₹8,35,200 |
| 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 | 1,536 | sqm | 74.99 ₹1,15,184.64 Lowest | 80.37 ₹1,23,448.32 | 79 ₹1,21,344 |
| 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. | 1,536 | sqm | 17.63 ₹27,079.68 | 18.9 ₹29,030.4 | 17 ₹26,112 Lowest |
| 1.00 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 1,536 | sqm | 215.99 ₹3,31,760.64 Lowest | 231.5 ₹3,55,584 | 228 ₹3,50,208 |
| 1.01 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | 1,536 | sqm | 90.95 ₹1,39,699.2 Lowest | 97.48 ₹1,49,729.28 | 96 ₹1,47,456 |
| 1.01 | OD33133/2025-2026:Surface dressing of the ground in All kinds of soil 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. | 1,152 | sqm | 34.29 ₹39,502.08 Lowest | 36.75 ₹42,336 | 35 ₹40,320 |
| 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) | 172.8 | cum | 8,922.98 ₹15,41,890.94 Lowest | 9,563.75 ₹16,52,616 | 9,467 ₹16,35,897.6 |
| 1.01 | OD2533/2025-2026:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 0.9 | sqm | 12,699.17 ₹11,429.25 Lowest | 13,611.11 ₹12,250 | 13,474 ₹12,126.6 |
Tender Value
₹32.4 L
EMD Value
₹50,000
Closing Date
16 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Blazie Mary B
LIDEW Subdivision, Muthukulam block Panchayat,
LRRP 2024 25 KAYAMKULAM LAC Sl. No 2442 ward 16 Karavallymukku paraykalmukku road KRISHNAPURAM GP ward 16
2025_LSGD_776183_3
01/2025/AE/LIDEW/MKL/IPHASE
Open Tender
Civil Works - Roads
Item Rate
30 days
LIDEW Subdivision, Muthukulam block Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2025
2 Aug 2025
20 Aug 2025
2 Aug 2025
16 Aug 2025
2 Aug 2025
Amount
Road Renovation
OD2534/2025-2026:Scarifying the existing mettalled /WMM surface using mechanical means to a depth of 50mm to 150mm and compacting the material received from scarifying using power roller at the site itself
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
OD33133/2025-2026:Surface dressing of the ground in All kinds of soil 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.
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)
OD2533/2025-2026:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
Sivarama Pillai (BID ID -2290574)
JAYACHANDRAN.M.K. (BID ID -2290062)
Bidder Name
JAYACHANDRAN.M.K.
Ramakrishnan
Sivarama Pillai
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