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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 L+₹594.15 (0.11%)Rejected-AOC ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | ₹5.3 L+₹594.15 (0.11%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHAFEEKHALI VADAKKAN L1 | SUNIL K L2 |
|---|---|---|---|---|---|
| 1.00Retaring and side protection | |||||
| 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) | 155.7 | sqm | 322.89 ₹50,273.97 Lowest | 323.25 ₹50,330.03 |
| 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. | 783 | sqm | 11.55 ₹9,043.65 Lowest | 11.56 ₹9,051.48 |
| 1.00 | 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) | 783 | sqm | 221.21 ₹1,73,207.43 Lowest | 221.46 ₹1,73,403.18 |
| 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 | 23.31 | cum | 32.82 ₹765.03 Lowest | 32.86 ₹765.97 |
| 1.00 | OD240695/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (OD from DAR-2.6.1) | 69.93 | cum | 148 ₹10,349.64 Lowest | 148.16 ₹10,360.83 |
| 1.01 | OD172095/2024-2025:[OD From DAR 60.7.1] - 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. complete as per direction of
Departmental officers at site | 78.25 | cum | 3,294.06 ₹2,57,776.67 Lowest | 3,297.72 ₹2,58,063.08 |
| 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 | 4.16 | cum | 7,778.45 ₹32,381.69 Lowest | 7,787.09 ₹32,417.66 |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
18 Mar 2025, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LIDandEW Section, Thrikkalangode Grama Panchayat
Annual Plan-Annual Plan-2024-25, Proj No-64,-KARAKUNNU PANTHRALA GOTHAMB ROAD RETARING SIDE PROTECTION IN WARD -7 -General Civil Work
2025_LSGD_748460_31
05/2024-25/AE/LIDandEW/TKD
Open Tender
Civil Works - Roads
Item Rate
270 days
Thrikkalangode GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
Yes
₹14,828
Yes
9 Aug 2026
11 Mar 2025
20 Mar 2025
11 Mar 2025
18 Mar 2025
11 Mar 2025
Amount
Retaring and side protection
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)
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
OD240695/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. (OD from DAR-2.6.1)
OD172095/2024-2025:[OD From DAR 60.7.1] - 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. complete as per direction of Departmental officers at site
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
SUNIL K (BID ID -2160716)
Bidder Name
SUNIL K
SHAFEEKHALI VADAKKAN
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