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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC MALAYATTOOR GP PROJ NO 283 2025 26 ANGANWADI MAINTENANCE WARD 4 GENERAL CIVIL WORK | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹17,606.40 (2.91%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹6.7 L+₹62,936.32 (10.4%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.8 L+₹75,061.17 (12.4%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | BINU M A L1 | LORANCE A J L4 | JITHIN XAVIER L3 | SUNNY P J L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||
| 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. | 71.2 | sqm | 300 ₹21,360 Lowest | 304.98 ₹21,714.58 | 320 ₹22,784 | 300.94 ₹21,426.93 |
| 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. | 23.1 | sqm | 400 ₹9,240 | 394.28 ₹9,107.87 | 400 ₹9,240 | 389.05 ₹8,987.06 Lowest |
| 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. | 486.4 | sqm | 15 ₹7,296 | 14.88 ₹7,237.63 | 15.7 ₹7,636.48 | 14.68 ₹7,140.35 Lowest |
| 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) | 486.4 | sqm | 280 ₹1,36,192 Lowest | 285.25 ₹1,38,745.6 | 290 ₹1,41,056 | 281.46 ₹1,36,902.14 |
| 1.00 | OD348733/2025-2026:Sectioning upto 150 mm and forming the surface for OLD road way
leveling,cambering etc complete as per direction of Engineer in charge | 319.2 | sqm | 30 ₹9,576 | 29.41 ₹9,387.67 | 31 ₹9,895.2 | 29.02 ₹9,263.18 Lowest |
| 1.01 | 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 | 23.94 | cum | 2,700 ₹64,638 Lowest | 3,145.95 ₹75,314.04 | 3,100 ₹74,214 | 3,104.23 ₹74,315.27 |
| 1.01 | OD348740/2025-2026: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) | 47.88 | cum | 7,400 ₹3,54,312 Lowest | 8,667.15 ₹4,14,983.14 | 8,340 ₹3,99,319.2 | 7,540.65 ₹3,61,046.32 |
| 1.01 | OD309793/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving
and painting letters etc complete as per direction of Engineer incharge at site | 0.48 | sqm | 5,000 ₹2,400 Lowest | 7,468 ₹3,584.64 | 7,928 ₹3,805.44 | 7,373.23 ₹3,539.15 |
Tender Value
₹7.2 L
EMD Value
₹18,039
Closing Date
11 Nov 2025, 3:00 pmClosed
Assistant Engineer
LIDEW SUB DIVISION, ANGAMALY
Annual Plan-Angamaly BP 170/26-Retarring and Irish drain construction of Navodayapuram round road East ward 2 in Malayattoor Neleeswaram GP-General Civil Work
2025_LSGD_817841_4
ET/4/AE/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
ANGAMALY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,595
Yes
₹18,039
Yes
22 Apr 2026
1 Nov 2025
13 Nov 2025
1 Nov 2025
11 Nov 2025
1 Nov 2025
Amount
Road Retarring
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)
OD348733/2025-2026:Sectioning upto 150 mm and forming the surface for OLD road way leveling,cambering etc complete as per direction of Engineer in charge
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
OD348740/2025-2026: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)
OD309793/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
SUNNY P J (BID ID -2431238)
JITHIN XAVIER (BID ID -2435404)
LORANCE A J (BID ID -2435338)
Bidder Name
BINU M A
LORANCE A J
JITHIN XAVIER
SUNNY P J
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