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| Sl No | Description | Qty | Unit | BINU M A L1 | VENU V.K L2 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 170.4 | sqm | 323.5 ₹55,124.4 Lowest | 323.59 ₹55,139.74 |
| 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. | 1,146.5 | sqm | 15.79 ₹18,103.24 Lowest | 15.79 ₹18,103.24 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) | 1,146.5 | sqm | 302.65 ₹3,46,988.23 Lowest | 302.65 ₹3,46,988.23 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 | 24 | cum | 3,337.88 ₹80,109.12 Lowest | 3,337.88 ₹80,109.12 Lowest |
| 1.00 | OD197029/2025-2026:Providing and laying interlock concrete block pavements using 80mm M40 hydraulic blocks of approved size,design and shape,laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer in charge | 240 | sqm | 1,160 ₹2,78,400 Lowest | 1,160.33 ₹2,78,479.2 |
| 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) | 4.54 | cum | 9,186.73 ₹41,753.69 Lowest | 9,186.73 ₹41,753.69 Lowest |
| 1.01 | OD105434/2025-2026:sectioning up to 150mm and forming the surfuce for Old road way as per the direction of Engineering in charge. | 57.6 | sqm | 31 ₹1,785.6 Lowest | 31.2 ₹1,797.12 |
| 1.01 | OD186254/2025-2026: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) | 8.64 | cum | 9,195.92 ₹79,452.75 Lowest | 9,195.92 ₹79,452.75 Lowest |
Tender Value
₹9.0 L
EMD Value
₹22,546
Closing Date
8 Sept 2025, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION MALAYATTOOR NEELEESWARAM GP
129 2025 26 MAINTENANCE OF SREE SANKARA ROAD SREE SANKARA WEST COLONY LINK ROAD IN WARD 3
2025_LSGD_791175_3
01/AE/LIDEW/MNGP
Open Tender
Civil Works - Roads
Item Rate
MALAYATTOOR NEELEESWARAM GP
prefer tender details
7 documents required · 7 mandatory
₹1,990
Yes
₹22,546
Yes
6 Oct 2025
27 Aug 2025
10 Sept 2025
27 Aug 2025
8 Sept 2025
27 Aug 2025
Amount
MAINTENANCE
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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) <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
OD197029/2025-2026:Providing and laying interlock concrete block pavements using 80mm M40 hydraulic blocks of approved size,design and shape,laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer in charge
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)
OD105434/2025-2026:sectioning up to 150mm and forming the surfuce for Old road way as per the direction of Engineering in charge.
OD186254/2025-2026: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)
VENU V.K (BID ID -2326650)
Bidder Name
BINU M A
VENU V.K
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