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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC KALPAKANCHERY 676 551 | MALAPPURAM | KERALA | 676551 | L1 | Accepted-AOC accepted | |
| 2 | L2₹13.9 L+₹69,380.04 (5.26%)Rejected-AOC KONDARATHAN HOUSE VALAKAZHIM KARUPPATHIL MALAPPURAM 676551 | MALAPPURAM | MALAPPURAM | KERALA | 676551 | L2 | Rejected-AOC rejected | |
| 3 | L3₹13.9 L+₹69,884.48 (5.30%)Rejected-AOC | L3 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | ABU KONDARATH L2 | SHOUKATHALI K L3 | MOHAMMED RIYAS K L1 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement | ||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 239 | sqm | 295.49 ₹70,622.11 | 295.49 ₹70,622.11 | 280.72 ₹67,092.08 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 250.05 | sqm | 382.21 ₹95,571.61 | 382.21 ₹95,571.61 | 363.1 ₹90,793.16 Lowest |
| 1.00 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,546.4 | sqm | 13.73 ₹34,962.07 | 13.73 ₹34,962.07 | 13.04 ₹33,205.06 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 46.9 | sqm | 14.7 ₹689.43 | 14.7 ₹689.43 | 13.97 ₹655.19 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 11.25 | cum | 3,077.04 ₹34,616.7 | 3,077.04 ₹34,616.7 | 2,923.19 ₹32,885.89 Lowest |
| 1.01 | 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 | 42.75 | cum | 3,449.92 ₹1,47,484.08 | 3,449.92 ₹1,47,484.08 | 3,277.42 ₹1,40,109.71 Lowest |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity <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 | 570 | sqm | 75.89 ₹43,257.3 | 75.89 ₹43,257.3 | 72.1 ₹41,097 Lowest |
| 1.01 | 5.2.3a:Tack Coat <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. | 570 | sqm | 16.39 ₹9,342.3 | 16.39 ₹9,342.3 | 15.57 ₹8,874.9 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 3,116.4 | sqm | 275.36 ₹8,58,131.9 | 275.36 ₹8,58,131.9 | 261.59 ₹8,15,219.08 Lowest |
Tender Value
₹13.9 L
EMD Value
₹34,684
Closing Date
28 Oct 2025, 5:00 pmClosed
OFFICE THE ASSISTANT ENGINEER LIDANDEW VALAVANNUR
OFFICE THE ASSISTANT ENGINEER LIDANDEW VALAVANNUR
CMLRRP-2024-25Tirur LAC, Sl.No. 644- Kurukkol Parambu -Athanikkal Road , Valavannur GP,Malappuram District-General Civil Work-1
2025_LSGD_810304_2
04/2025-26/AE/LIDandEW/VLNR
Open Tender
Civil Works - Roads
Item Rate
OFFICE THE ASSISTANT ENGINEER LIDANDEW VALAVANNUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹34,684
Yes
2 May 2026
15 Oct 2025
30 Oct 2025
15 Oct 2025
28 Oct 2025
15 Oct 2025
Amount
Road Improvement
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD183373/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC : 67 made of Type micro prismatic grade sheeting fixed over aluminium sheeting, 2mm thick/aluminium composite materialsheeting 4mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50 mm NB-2 Nos conforming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40 cm x 40 x cm x 60 cm , 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.(Derived from Mord spec 10.3.A.2)
Road Concrete
OD183371/2025-2026: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)
ABU KONDARATH (BID ID -2411063)
SHOUKATHALI K (BID ID -2411031)
Bidder Name
MOHAMMED RIYAS K
ABU KONDARATH
SHOUKATHALI K
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