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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₹8.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.4 L+₹38,078.61 (4.76%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Pradeep Kumar K. L1 | MANOJ JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Renovation of Road | |||||
| 1.00 | OD214707/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained
from scarifying with power roller. | 651 | sqm | 6.6 ₹4,296.6 | 6.5 ₹4,231.5 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 97.65 | cum | 3,555 ₹3,47,145.75 Lowest | 3,750 ₹3,66,187.5 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 651 | sqm | 121 ₹78,771 Lowest | 125 ₹81,375 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 651 | sqm | 27 ₹17,577 Lowest | 29 ₹18,879 |
| 1.00 | OD214854/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic
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 coated with shredded plastic (3% by weight of
bitumen) as per standard
procedure 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) | 651 | sqm | 326 ₹2,12,226 Lowest | 340 ₹2,21,340 |
| 1.01 | OD236081/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 124 | sqm | 34 ₹4,216 Lowest | 35 ₹4,340 |
| 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. <br>(ii) Using Gravel mix soil. | 2.5 | cum | 2,350 ₹5,875 Lowest | 2,400 ₹6,000 |
| 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) | 14.88 | cum | 8,708 ₹1,29,575.04 Lowest | 9,100 ₹1,35,408 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
31 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DIVYASREE S L
Office of the Assistant Engineer, LID EW Section, Mannar Grama Panchayat
Annual Plan-2026-27 Mannar GP - P. No. 226/26-27 Renovation of Idayaadi Vairapuram road in Ward 1
2026_LSGD_881258_1
02/2026-27/AE/LIDEW/MNR
Open Tender
Civil Works - Roads
Item Rate
240 days
Mannar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,172
Yes
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of Road | |||||
| 1.001 | OD214707/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained
from scarifying with power roller. | 651 | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 97.65 | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 651 | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 651 | sqm | - | - |
| 1.005 | OD214854/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic
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 coated with shredded plastic (3% by weight of
bitumen) as per standard
procedure 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) | 651 | sqm | - | - |
| 1.006 | OD236081/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding
15 cm depth and disposal of rubbish lead up to 50 m and lift up to 1.5 m | 124 | sqm | - | - |
| 1.007 | 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. <br>(ii) Using Gravel mix soil. | 2.5 | cum | - | - |
| 1.008 | 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) | 14.88 | cum | - | - |
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