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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 | LI₹8.4 LAccepted-AOC | LI | Accepted-AOC Accepted Vide Resolution No.5(1) dtd.03-03-2025 of Arattupuzha GP | |
| 2 | L2₹10.8 LRejected-AOC KERALA KL | KANNUR | KERALA | 670511 | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Kairali Labour Contract Co-Operative Society Ltd L2 | HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | OD202702/2025-2026: Scarifying the Existing surface/ Bituminous Surface to a Depth of 150 mm by Mechanical Means & rolled at same road area with static roller (Modified item no. 3.2) | 807 | sqm | 20 ₹16,140 | 7 ₹5,649 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 | 121.61 | cum | 4,500 ₹5,47,258.5 | 3,750 ₹4,56,048.75 Lowest |
| 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 | 810.75 | sqm | 180 ₹1,45,935 | 80 ₹64,860 Lowest |
| 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. | 810.75 | sqm | 35 ₹28,376.25 | 18 ₹14,593.5 Lowest |
| 1.00 | 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) | 810.75 | sqm | 310 ₹2,51,332.5 | 302 ₹2,44,846.5 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) | 6.38 | cum | 15,000 ₹95,625 | 9,186 ₹58,560.75 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
29 Aug 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer, LID and EW Section,Arattupuzha Grama Panchayat
Annual Plan-2025-26 ARATTUPUZHA GP -WARD 5 THANATHUPUTHUVAL VILAYASSERI KAYALVARAM ROAD RENOVATION-Project No.S0224/26
2025_LSGD_787282_1
01/AE/ARPZHA/PHASE 1/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Arattupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,171
Yes
21 Sept 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
Amount
RENOVATION
OD202702/2025-2026: Scarifying the Existing surface/ Bituminous Surface to a Depth of 150 mm by Mechanical Means & rolled at same road area with static roller (Modified item no. 3.2)
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
75.5.1.1pb: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
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.
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)
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)
Kairali Labour Contract Co-Operative Society Ltd (BID ID -2314655)
Bidder Name
Kairali Labour Contract Co-Operative Society Ltd
HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253
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finance_1294790.pdf
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