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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 | 1₹6.8 LAccepted-AOC | 1 | Accepted-AOC agreement executed | |
| 2 | Rejected-Technical AJITH BHAVAN KANNANALLOOR P O KOLLAM | KOLLAM | KERALA | 689694 | - | Rejected-Technical LI ACCEPTED |
| Sl No | Description | Qty | Unit | ANZAR ABDUL AZEEZ L1 | BAIJU P L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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. | 174 | sqm | 17.61 ₹3,064.14 Lowest | 18.41 ₹3,203.34 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 13.05 | cum | 75.43 ₹984.36 Lowest | 78.86 ₹1,029.12 |
| 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 | 53.07 | cum | 4,125.7 ₹2,18,950.9 Lowest | 4,313.24 ₹2,28,903.65 |
| 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 | 440.8 | sqm | 88.41 ₹38,971.13 Lowest | 92.43 ₹40,743.14 |
| 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. | 440.8 | sqm | 20.79 ₹9,164.23 Lowest | 21.74 ₹9,582.99 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 440.8 | sqm | 332.92 ₹1,46,751.14 Lowest | 348.05 ₹1,53,420.44 |
| 1.01 | OD14095/2025-2026: 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 1.5m.All kinds of soil. | 503.5 | sqm | 40.43 ₹20,356.51 Lowest | 42.26 ₹21,277.91 |
| 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) | 30.12 | cum | 10,105.4 ₹3,04,364.54 Lowest | 10,564.74 ₹3,18,199.4 |
| 1.01 | OD37924/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix | 1 | each | 2,343.89 ₹2,343.89 Lowest | 2,450.43 ₹2,450.43 |
Tender Value
₹6.8 L
EMD Value
₹16,931
Closing Date
18 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
Office of the Assistant Engineer, LSGD SUBDIVISION, MUKHATHALA BLOCK Panchayat
ANNUAL PLAN MBP 2025-26 PROJECT NO 31-AYYARMUKKU MANNOORMUKKU ROAD TARRING IN KOTTAMKARA IN MUKHATHALA BP-General Civil Work
2025_LSGD_767293_2
01/AE/lLSGD/MBP/2025
Open Tender
Civil Works - Others
Item Rate
120 days
MUKHATHALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,931
Yes
14 Aug 2025
2 Jun 2025
20 Jun 2025
2 Jun 2025
18 Jun 2025
2 Jun 2025
Amount
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.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD14095/2025-2026: 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 1.5m.All kinds of soil.
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)
OD37924/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix
BAIJU P (BID ID -2227011)
Bidder Name
BAIJU P
ANZAR ABDUL AZEEZ
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