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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₹4.8 LAccepted-AOC | L1 | Accepted-AOC LOWEST QUOTED | |
| 2 | L2₹4.8 L+₹424.32 (0.09%)Rejected-AOC NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | L2 | Rejected-AOC HIGHEST QUOTED | |
| 3 | L3₹5.1 L+₹26,312.73 (5.49%)Rejected-AOC NADAPURAM GRAMA PANCHAYAT PO KALLACHI 673506 | KOZHIKODE | KERALA | 673506 | L3 | Rejected-AOC HIGHEST QUOTED | |
| 4 | L4₹5.1 L+₹26,313.32 (5.49%)Rejected-AOC | L4 | Rejected-AOC HIGHEST QUOTED |
| Sl No | Description | Qty | Unit | K P RAVEENDRAN L2 | SHYJU P P L1 | shyjith e k L4 | AJAY M T L3 |
|---|---|---|---|---|---|---|---|
| 1.00NEELIYAR KAVIL MUTHIRAYIL ROAD | |||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements 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 (II) By Mechanical Means (A) Bituminous Courses | 10.8 | cum | 424 ₹4,579.2 | 402.14 ₹4,343.11 Lowest | 424.2 ₹4,581.36 | 424.2 ₹4,581.36 |
| 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 | 81 | cum | 3,205 ₹2,59,605 Lowest | 3,322.36 ₹2,69,111.16 | 3,504.6 ₹2,83,872.6 | 3,504.6 ₹2,83,872.6 |
| 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 | 540 | sqm | 80 ₹43,200 | 76.04 ₹41,061.6 Lowest | 80.21 ₹43,313.4 | 80.21 ₹43,313.4 |
| 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. | 540 | sqm | 18 ₹9,720 | 17.78 ₹9,601.2 Lowest | 18.76 ₹10,130.4 | 18.76 ₹10,130.4 |
| 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) | 540 | sqm | 291 ₹1,57,140 | 276.69 ₹1,49,412.6 Lowest | 291.87 ₹1,57,609.8 | 291.87 ₹1,57,609.8 |
| 1.01 | OD272514/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade (modified 51.2.3 DAR) | 0.45 | cum | 944 ₹424.8 | 895.92 ₹403.16 Lowest | 945.06 ₹425.28 | 1,475 ₹663.75 |
| 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) | 0.68 | cum | 8,000 ₹5,400 Lowest | 8,462 ₹5,711.85 | 8,926.16 ₹6,025.16 | 8,572 ₹5,786.1 |
Tender Value
₹5.1 L
EMD Value
₹12,649
Closing Date
2 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
VALAYAM GRAMA PANCHAYATH VALAYAM P O KALLACHI
NEELIYARKAVIL MUTHIRAYIL ROAD IN VALAYAM GP
2025_LSGD_801483_1
169/AE/LIDEW/VLYM/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
VALAYAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,649
Yes
5 Nov 2025
25 Sept 2025
4 Oct 2025
25 Sept 2025
2 Oct 2025
25 Sept 2025
Amount
NEELIYAR KAVIL MUTHIRAYIL ROAD
2.14.2.A:Dismantling of Flexible Pavements 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 (II) By Mechanical Means (A) Bituminous Courses
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)
OD272514/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (modified 51.2.3 DAR)
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)
K P RAVEENDRAN (BID ID -2364196)
AJAY M T (BID ID -2369610)
shyjith e k (BID ID -2369541)
Bidder Name
K P RAVEENDRAN
shyjith e k
AJAY M T
SHYJU P P
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