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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC KALPAKANCHERY 676 551 | MALAPPURAM | KERALA | 676551 | L1 | Accepted-AOC accepted | |
| 2 | L2₹12.7 L+₹19,061 (1.52%)Rejected-AOC KONDARATHAN HOUSE VALAKAZHIM KARUPPATHIL MALAPPURAM 676551 | MALAPPURAM | MALAPPURAM | KERALA | 676551 | L2 | Rejected-AOC rejected | |
| 3 | L3₹12.7 L+₹21,382 (1.71%)Rejected-AOC | L3 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | ABU KONDARATH L2 | MOHAMMED RIYAS K L1 | SHOUKATHALI K L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvements | ||||||
| 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. | 170.92 | sqm | 295.49 ₹50,505.15 | 291.06 ₹49,747.98 Lowest | 295.49 ₹50,505.15 |
| 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) | 145 | sqm | 382.21 ₹55,420.45 | 376.48 ₹54,589.6 Lowest | 382.21 ₹55,420.45 |
| 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. | 1,596 | sqm | 13.73 ₹21,913.08 | 13.52 ₹21,577.92 Lowest | 13.73 ₹21,913.08 |
| 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. | 15 | sqm | 14.7 ₹220.5 | 14.48 ₹217.2 Lowest | 14.7 ₹220.5 |
| 1.00 | 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) | 1,596 | sqm | 275.36 ₹4,39,474.56 | 271.23 ₹4,32,883.08 Lowest | 275.36 ₹4,39,474.56 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 75.86 | cum | 65.78 ₹4,990.33 | 64.79 ₹4,915.23 Lowest | 65.78 ₹4,990.33 |
| 1.01 | OD338232/2025-2026: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) | 81.11 | cum | 8,446.62 ₹6,85,139.13 | 8,319.92 ₹6,74,861.99 Lowest | 8,446.62 ₹6,85,139.13 |
| 1.01 | OD343183/2025-2026: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) | 1 | sqm | 12,679.14 ₹12,679.14 | 12,488.95 ₹12,488.95 Lowest | 15,000 ₹15,000 |
Tender Value
₹12.7 L
EMD Value
₹31,759
Closing Date
28 Oct 2025, 5:00 pmClosed
OFFICE THE ASSISTANT ENGINEER LIDANDEW VALAVANNUR
OFFICE THE ASSISTANT ENGINEER LIDANDEW VALAVANNUR
CMLRRP-2024-25-Tirur LAC, Sl.No. 4086-Kurukkunnu Kunnu Kuttipala Road, Valavannur GP, Malappuram District-General Civil Work
2025_LSGD_810304_1
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
₹31,759
Yes
2 May 2026
15 Oct 2025
30 Oct 2025
15 Oct 2025
28 Oct 2025
15 Oct 2025
Amount
Road Improvements
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 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.
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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD338232/2025-2026: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)
OD343183/2025-2026: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)
ABU KONDARATH (BID ID -2411068)
SHOUKATHALI K (BID ID -2411032)
Bidder Name
MOHAMMED RIYAS K
ABU KONDARATH
SHOUKATHALI K
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