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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC ERNAKULAM | KERALA | 680667 | ₹5.0 L | L1 | Accepted-AOC Lowest rate quoted bid accepted |
| 2 | L2₹5.1 L+₹10,230.14 (2.03%)Rejected-AOC IDUKKI | KERALA | 685533 | ₹5.1 L+₹10,230.14 (2.03%) | L2 | Rejected-AOC 2nd lowest rate quoted bid rejected |
| Sl No | Description | Qty | Unit | NANDAKUMAR K K L2 | SREERAM K NANDAN L1 |
|---|---|---|---|---|---|
| 1.00Tile laying | |||||
| 1.00 | OD156289/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 441 | sqm | 32 ₹14,112 | 31.2 ₹13,759.2 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 37.8 | cum | 3,400 ₹1,28,520 | 3,330 ₹1,25,874 Lowest |
| 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 | 56.7 | cum | 3,800 ₹2,15,460 | 3,750 ₹2,12,625 Lowest |
| 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 | 378 | sqm | 90 ₹34,020 | 80.37 ₹30,379.86 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. | 378 | sqm | 20 ₹7,560 | 18.89 ₹7,140.42 Lowest |
| 1.01 | 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) | 378 | sqm | 290 ₹1,09,620 | 289.21 ₹1,09,321.38 Lowest |
| 1.01 | OD156357/2025-2026:Supplying and fixing name board for granite stone 90x60 cm size | 1 | each | 3,700 ₹3,700 | 3,662 ₹3,662 Lowest |
Tender Value
₹5.0 L
EMD Value
₹12,577
Closing Date
21 Jan 2026, 6:00 pmClosed
Muvattupuzha Block Development Officer
Muvattupuzha Block Panchayath, Mudavoor Post, Muvattupuzha, Ernakulam Dist., Pin. 686 669
MLA SDF 2025-26 - Scheme proposed by Dr. Mathew Kuzhalnadan, Honourable MLA (Muvattupuzha LAC) - Construction of Vettukallumpurath Thaazham- Vadakkumparambil Thaazham Road in Ward-8, Avoly Grama Panchayath.
2026_CRD_827001_1
17/BDO/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Ward 8 in Avoly Grama Panchayath, Muvattupuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,110
₹12,577
27 Jul 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
Tile laying
OD156289/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
OD156357/2025-2026:Supplying and fixing name board for granite stone 90x60 cm size
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