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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC KANNUR | KERALA | 670001 | ₹8.5 L | L1 | Accepted-AOC ALL DOCUMENTS ARE FOUND CORECT |
| 2 | Rejected-Technical PINARAYI P O THALASSERY KANNUR PIN 670741 | THALASSERY | KANNUR | KERALA | 670741 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1 | PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00road rennovation | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 3.84 | cum | 389.01 ₹1,493.8 Lowest | 500 ₹1,920 |
| 1.00 | 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. | 48 | cum | 2,215.97 ₹1,06,366.56 Lowest | 2,500 ₹1,20,000 |
| 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 | 72 | cum | 3,275.87 ₹2,35,862.64 Lowest | 3,800 ₹2,73,600 |
| 1.00 | 75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 480 | sqm | 98.94 ₹47,491.2 | 18.57 ₹8,913.6 Lowest |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 480 | sqm | 17.29 ₹8,299.2 Lowest | 90 ₹43,200 |
| 1.01 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 9 | cum | 1,003.1 ₹9,027.9 | 500 ₹4,500 Lowest |
| 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) | 13.5 | cum | 7,878.22 ₹1,06,355.97 Lowest | 9,000 ₹1,21,500 |
| 1.01 | 11.4.2.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>II. P.C.C grade M 15 <br> (ii) Nominal mix 1:2.5:5 (Hand mixing) | 11.2 | cum | 7,813.24 ₹87,508.29 Lowest | 9,000 ₹1,00,800 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 8.4 | cum | 8,481.83 ₹71,247.37 Lowest | 9,000 ₹75,600 |
Tender Value
Refer Docs
EMD Value
₹21,186
Closing Date
10 May 2025, 10:00 amClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
LRRP-2024-25, THALASSERY LAC, SL NO. 3465- ROAD FROM SOUPARNIKA HOUSE TO AMBAL HOUSE IN WARD 36 THALASSERY MUNICIPALITY ,KANNUR DISTRICT
2025_LSGD_750073_36
E7-2345/25
Open Tender
Civil Works - Roads
Item Rate
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
29 Aug 2026
2 May 2025
12 May 2025
2 May 2025
10 May 2025
2 May 2025
Amount
road rennovation
2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
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.
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
75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete
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)
11.4.2.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>II. P.C.C grade M 15 <br> (ii) Nominal mix 1:2.5:5 (Hand mixing)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
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)
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD (BID ID -2209446)
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
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