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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC accepted via resolution no 2(1) dtd 2/3/26 |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SHAJU C M L1 | WILSONTHOMAS L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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. | 30.63 | sqm | 325.98 ₹9,984.77 | 329 ₹10,077.27 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 615 | sqm | 20.44 ₹12,570.60 | 20.63 ₹12,687.45 |
| 1.00 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65) | 615 | sqm | 247.87 ₹1.5 L | 250.14 ₹1.5 L |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 11.88 | cum | 71.9 ₹854.17 | 72.57 ₹862.13 |
| 1.00 | OD357149/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble
including packing to compactness to lines and levels cost and conveyance of all
materials,labour charges etc complete | 60.48 | cum | 4,232.28 ₹2.6 L | 4,271.16 ₹2.6 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 1,02,178.02 ₹11,750.47 | 1,03,115.64 ₹11,858.30 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.45 | cum | 9,719.8 ₹4,373.91 | 9,808.99 ₹4,414.05 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.35 | cum | 10,058.33 ₹13,578.75 | 10,150.69 ₹13,703.43 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
25 Feb 2026, 10:00 amClosed
Assistant engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION VELOM
Annual Plan-VELOM G. P. MAINTENANCE OF KUTTIYIL MUKKU CHALIL ROAD INWARD 13-PROJ. NO. 150/2025-26-General Civil Work
2026_LSGD_831504_2
52/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
240 days
velom gramapanchayth
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
8 Apr 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
Maintenance
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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD357149/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc complete
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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