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Tender ID
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₹8.5 LAccepted-AOC KERALA KL | KANNUR | KERALA | 670511 | 1 | Accepted-AOC lowest amount quoted | |
| 2 | 2₹12.5 L+₹4.0 L (47.1%)Rejected-AOC | 2 | Rejected-AOC Highest amount quoted |
| Sl No | Description | Qty | Unit | Kairali Labour Contract Co-Operative Society Ltd L1 | HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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 | 78.75 | cum | 3,750.64 ₹2,95,362.9 | 3,000 ₹2,36,250 Lowest |
| 1.00 | OD45053/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller. | 1,050 | sqm | 7.8 ₹8,190 Lowest | 400 ₹4,20,000 |
| 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 | 1,050 | sqm | 80.37 ₹84,388.5 Lowest | 250 ₹2,62,500 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,050 | sqm | 18.9 ₹19,845 Lowest | 30 ₹31,500 |
| 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) | 1,050 | sqm | 302.65 ₹3,17,782.5 | 150 ₹1,57,500 Lowest |
| 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) | 12.24 | cum | 9,563.75 ₹1,17,060.3 Lowest | 11,000 ₹1,34,640 |
| 1.01 | OD495596/2024-2025:Name board | 1 | each | 4,663.95 ₹4,663.95 | 4,000 ₹4,000 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,190
Closing Date
27 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Block Development Officer
Block Development Office,Chengannur
Renovation of Palppathara-Tharayilpadi Road in Ward 3 Cheriyanad GP Phase 2
2025_CRD_770108_1
LSGD/BP/CHR/ALP/45/25/E
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,700
Yes
₹21,190
Yes
18 Aug 2025
18 Jun 2025
28 Jun 2025
18 Jun 2025
27 Jun 2025
18 Jun 2025
Amount
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
OD45053/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.
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
75.5.2.2pb: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 dry and hungry bituminous surface 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)
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)
OD495596/2024-2025:Name board
HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 (BID ID -2234581)
Bidder Name
Kairali Labour Contract Co-Operative Society Ltd
HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1256350.pdf
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details.html
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