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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGHER |
| Sl No | Description | Qty | Unit | GEORGEKUTTY JOSEPH L1 | JESBIN GEORGE L2 |
|---|---|---|---|---|---|
| 1.00ROAD RETARRING | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 17.64 | cum | 54.66 ₹964.2 Lowest | 55.21 ₹973.9 |
| 1.00 | OD285145/2025-2026:Providing and fixing road side handrails with GI pipes with horizontal and vertical allignment including all cost conveyenece labour charges etc complete .Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m i.e.
20.09 kg | 372.31 | kg | 232.48 ₹86,555.09 Lowest | 234.8 ₹87,418.86 |
| 1.00 | OD285146/2025-2026:DRY RUBBLE MASONRY _ Dry rubble 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. | 43.39 | cum | 4,160.22 ₹1,80,511.95 Lowest | 4,201.66 ₹1,82,310.03 |
| 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) | 225.7 | sqm | 405.51 ₹91,523.61 Lowest | 409.57 ₹92,439.95 |
| 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. | 1,500 | sqm | 13.9 ₹20,850 Lowest | 14.04 ₹21,060 |
| 1.01 | 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) | 1,500 | sqm | 288.54 ₹4,32,810 Lowest | 291.43 ₹4,37,145 |
| 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) | 3.45 | cum | 9,186.73 ₹31,694.22 Lowest | 9,278.6 ₹32,011.17 |
| 1.01 | OD285148/2025-2026:Providing and fixing good quality Granite Name board of size ( 0.60 m X 0.45 m ) with lettering including all cost of materials conveyance etc complete. | 1 | each | 2,547.75 ₹2,547.75 Lowest | 2,573.23 ₹2,573.23 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
11 Mar 2026, 5:00 pmClosed
AE LSGD
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTIONKARIMKUNNAM GRAMA PANCHAYAT KARIMKUNNAM PO THODUPUZHA PIN 685586
LAC ADS KARIMKUNNAM LAC CONSTRUCTION OF CHANDRAPPILLY ROAD IN WARD 9 KARIMKUNNAM GP
2026_LSGD_843772_2
20AE/LSGD/KKNM/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
KARIMKUNNAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,870
Yes
₹21,186
Yes
6 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
4 Mar 2026 - 11 Mar 2026
ROAD RETARRING
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD285145/2025-2026:Providing and fixing road side handrails with GI pipes with horizontal and vertical allignment including all cost conveyenece labour charges etc complete .Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m i.e. 20.09 kg
OD285146/2025-2026:DRY RUBBLE MASONRY _ Dry rubble 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.
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.
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)
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)
OD285148/2025-2026:Providing and fixing good quality Granite Name board of size ( 0.60 m X 0.45 m ) with lettering including all cost of materials conveyance etc complete.
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