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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₹14.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.1 L+₹6,234.76 (0.44%)Rejected-Finance CHIRAYIL KIZHAKKE PANANADAKKATIL THRIKKAKARA KERALA INDIA | KOZHIKODE | KERALA | 612906 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | YGNCONTRACTORS L1 | SIJI JOY L2 |
|---|---|---|---|---|---|
| 1.00TARRING | |||||
| 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. | 810 | sqm | 14.43 ₹11,688.3 Lowest | 14.49 ₹11,736.9 |
| 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 | 60.75 | cum | 3,379.33 ₹2,05,294.3 Lowest | 3,394.33 ₹2,06,205.55 |
| 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 | 810 | sqm | 72.41 ₹58,652.1 Lowest | 72.73 ₹58,911.3 |
| 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. | 810 | sqm | 17.03 ₹13,794.3 Lowest | 17.1 ₹13,851 |
| 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) | 810 | sqm | 272.69 ₹2,20,878.9 Lowest | 273.9 ₹2,21,859 |
| 1.01 | OD193975/2025-2026:Dismantling DR- Dismantling clear away and carefully stacking materials useful for reuse or any thickness of walls in DR masonry including disposal of debris within a distance of 150m | 17.4 | cum | 3,423.8 ₹59,574.12 Lowest | 3,439 ₹59,838.6 |
| 1.01 | OD225780/2025-2026:Random rubble masonry with hard stone in foundation up to plinth level with: Cement mortar
1:6 (1 cement : 6 coarse sand) departmental | 10.2 | cum | 540.6 ₹5,514.12 Lowest | 543 ₹5,538.6 |
| 1.01 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.3 | cum | 848.59 ₹2,800.35 Lowest | 852.36 ₹2,812.79 |
| 1.01 | OD225655/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9.87 | cum | 7,798.4 ₹76,931.22 Lowest | 7,833.02 ₹77,272.74 |
Tender Value
₹15.6 L
EMD Value
₹39,034
Closing Date
6 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Municipal Engineer
Karunagappally Municipality
163/25-26 Kallelilmukku Kaleeckal Junction road Rennovation Div 3
2025_LSGD_803673_1
3267685-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Karunagappally Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹39,034
Yes
13 Nov 2025
29 Sept 2025
7 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
29 Sept 2025 - 6 Oct 2025
Amount
TARRING
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)
OD193975/2025-2026:Dismantling DR- Dismantling clear away and carefully stacking materials useful for reuse or any thickness of walls in DR masonry including disposal of debris within a distance of 150m
OD225780/2025-2026:Random rubble masonry with hard stone in foundation up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) departmental
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD225655/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
SIJI JOY (BID ID -2374472)
Bidder Name
YGNCONTRACTORS
SIJI JOY
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