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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₹6.1 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹6.1 L+₹688.14 (0.11%)Rejected-AOC | L2 | Rejected-AOC l2 | |
| 3 | L3₹6.2 L+₹3,483.42 (0.57%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.3 L+₹17,431.32 (2.84%)Rejected-Finance MAKAYIRAM KIDANGAYAM NORTH ALAPPAD GRAMA PANCHAYATHU | KOTTAYAM | KERALA | 686102 | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.4 L+₹21,680.76 (3.53%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Navas N L5 | UNNIKRISHNA PILLAI A L6 | PRAVEENKUMAR S L8 | G GOPAKUMARAN PILLAI L1 | ANILKUMAR P L4 | J HARIKUMAR L3 | KDLCCSQ1182 L7 | K.GOPALAKRISHNA PILLAI L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road maintanance | |||||||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 67.9 | sqm | 294.82 ₹20,018.28 | 300.39 ₹20,396.48 | 200 ₹13,580 Lowest | 284.76 ₹19,335.2 | 292.85 ₹19,884.52 | 286.38 ₹19,445.2 | 326 ₹22,135.4 | 285.08 ₹19,356.93 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 43.92 | sqm | 381.14 ₹16,739.67 | 388.34 ₹17,055.89 | 220 ₹9,662.4 Lowest | 368.13 ₹16,168.27 | 378.59 ₹16,627.67 | 370.22 ₹16,260.06 | 426 ₹18,709.92 | 368.55 ₹16,186.72 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,149 | sqm | 14.39 ₹16,534.11 | 14.66 ₹16,844.34 | 20 ₹22,980 | 13.9 ₹15,971.1 Lowest | 14.29 ₹16,419.21 | 13.97 ₹16,051.53 | 15 ₹17,235 | 13.91 ₹15,982.59 |
| 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) | 1,149 | sqm | 275.74 ₹3,16,825.26 | 280.95 ₹3,22,811.55 | 305 ₹3,50,445 | 266.33 ₹3,06,013.17 Lowest | 273.9 ₹3,14,711.1 | 267.85 ₹3,07,759.65 | 308 ₹3,53,892 | 266.63 ₹3,06,357.87 |
| 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 | 0.86 | cum | 3,041.14 ₹2,609.3 | 3,098.55 ₹2,658.56 | 3,250 ₹2,788.5 | 2,937.33 ₹2,520.23 Lowest | 3,020.78 ₹2,591.83 | 2,954.02 ₹2,534.55 | 3,300 ₹2,831.4 | 2,940.67 ₹2,523.09 |
| 1.01 | 75.8.1: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) | 1.29 | cum | 8,713.53 ₹11,214.31 | 8,878.03 ₹11,426.02 | 9,500 ₹12,226.5 | 8,416.1 ₹10,831.52 Lowest | 8,655.19 ₹11,139.23 | 8,463.92 ₹10,893.07 | 9,000 ₹11,583 | 8,425.66 ₹10,843.82 |
| 1.01 | OD498930/2024-2025: Surface dressing/earth cutting of the ground not exceeding 15 cm deep in all kinds of soil including removing vegetation and inequalities and disposal of rubbish,lead upto 50 m and lift upto 1.50 m | 195 | per sqm | 33.48 ₹6,528.6 | 34.12 ₹6,653.4 | 38 ₹7,410 | 32.34 ₹6,306.3 Lowest | 33.26 ₹6,485.7 | 32.52 ₹6,341.4 | 37 ₹7,215 | 32.38 ₹6,314.1 |
| 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) | 29.25 | cum | 8,370.03 ₹2,44,823.38 | 8,528.04 ₹2,49,445.17 | 10,000 ₹2,92,500 | 8,084.32 ₹2,36,466.36 Lowest | 8,313.99 ₹2,43,184.21 | 8,130.26 ₹2,37,810.11 | 9,186 ₹2,68,690.5 | 8,093.51 ₹2,36,735.17 |
Tender Value
₹7.0 L
EMD Value
₹17,432
Closing Date
21 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
fASEELA BEEVI A
AE LID AND EW MNPLY
Annual plan-S0/129 Maintenance of Kalathilayyath athmavmukku SR cottage memana ela road in ward 2
2025_LSGD_768570_3
07/2025/AE/LIDEW/MNPY
Open Tender
Civil Works - Roads
Item Rate
270 days
AE LID AND EW MNPLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,540
Yes
₹17,432
Yes
16 Aug 2025
11 Jun 2025
23 Jun 2025
11 Jun 2025
21 Jun 2025
11 Jun 2025
Amount
Road maintanance
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
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)
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
75.8.1: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)
OD498930/2024-2025: Surface dressing/earth cutting of the ground not exceeding 15 cm deep in all kinds of soil including removing vegetation and inequalities and disposal of rubbish,lead upto 50 m and lift upto 1.50 m
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)
K.GOPALAKRISHNA PILLAI (BID ID -2229248)
J HARIKUMAR (BID ID -2229437)
ANILKUMAR P (BID ID -2229401)
Navas N (BID ID -2228537)
UNNIKRISHNA PILLAI A (BID ID -2229028)
KDLCCSQ1182 (BID ID -2229474)
PRAVEENKUMAR S (BID ID -2229242)
Bidder Name
J HARIKUMAR
PRAVEENKUMAR S
ANILKUMAR P
UNNIKRISHNA PILLAI A
G GOPAKUMARAN PILLAI
KDLCCSQ1182
Navas N
K.GOPALAKRISHNA PILLAI
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