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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | ₹8.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.5 L+₹25,557.25 (3.12%)Rejected-Finance KURUKKODAPPUCHAN H PURATHURAMA PINTHIRAKKAVU 673019 | PINTHIRAKKAVU | KOZHIKODE | KERALA | 673019 | ₹8.5 L+₹25,557.25 (3.12%) | 2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | NARAYANANKALLILPURATH L1 | DHARMADAS K L2 |
|---|---|---|---|---|---|
| 1.00Re Taring work | |||||
| 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. | 780 | sqm | 10 ₹7,800 Lowest | 14.7 ₹11,466 |
| 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 | 117 | cum | 3,420 ₹4,00,140 Lowest | 3,449 ₹4,03,533 |
| 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 | 780 | sqm | 83 ₹64,740 | 80 ₹62,400 Lowest |
| 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. | 780 | sqm | 20 ₹15,600 | 18.73 ₹14,609.4 Lowest |
| 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) | 780 | sqm | 260 ₹2,02,800 Lowest | 289 ₹2,25,420 |
| 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) | 14.62 | cum | 8,550 ₹1,25,043.75 | 8,438 ₹1,23,405.75 Lowest |
| 1.01 | OD13535/2025-2026:od1255579/2021_2022 :Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 3,800 ₹3,800 Lowest | 4,647 ₹4,647 |
Tender Value
₹8.5 L
EMD Value
₹21,156
Closing Date
20 Jun 2025, 2:00 pmClosed
Secretary
secretary, kunnamangalam block panchayath office
MLA SDF 2023-24 Kannam Chinnam Palam Poolakkal Thazham road, Perumanna GP, General civil work.
2025_CRD_766813_2
D 64/25
Open Tender
Civil Works - Roads
Item Rate
PERUMANNA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,156
Yes
8 Jul 2026
12 Jun 2025
21 Jun 2025
12 Jun 2025
20 Jun 2025
12 Jun 2025
Amount
Re Taring work
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.
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)
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)
OD13535/2025-2026:od1255579/2021_2022 :Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete
DHARMADAS K (BID ID -2228773)
Bidder Name
NARAYANANKALLILPURATH
DHARMADAS K
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