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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM PIN 676123 | MALAPPURAM | MALAPPURAM | KERALA | 676123 | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 LRejected-AOC | ₹3.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.2 LRejected-AOC | ₹3.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Rashid K L1 | ANEES P. L3 | NOUFAL P T L2 |
|---|---|---|---|---|---|---|
| 1.00Retarring and side concrete | ||||||
| 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) | 60 | sqm | 316.47 ₹18,988.20 | 334.84 ₹20,090.40 | 325.4 ₹19,524 |
| 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. | 300 | sqm | 11.32 ₹3,396 | 11.97 ₹3,591 | 11.64 ₹3,492 |
| 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) | 300 | sqm | 216.81 ₹65,043 | 229.4 ₹68,820 | 222.93 ₹66,879 |
| 1.00 | OD409371/2024-2025:Surface dressing of the ground including removing vegetation and inequalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m. All kinds of soil | 22.95 | sqm | 26.49 ₹607.95 | 28.03 ₹643.29 | 27.24 ₹625.16 |
| 1.00 | OD407939/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - from DAR 51.2.3 | 2.29 | cum | 829.37 ₹1,903.40 | 877.51 ₹2,013.89 | 852.78 ₹1,957.13 |
| 1.01 | OD409372/2024-2025: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 required including
compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
(excluding form work) (modified from MORD 75.8.1) | 2.52 | cum | 7,089.29 ₹17,900.46 | 7,500.77 ₹18,939.44 | 7,289.4 ₹18,405.74 |
| 1.01 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 45.1 | cum | 32.17 ₹1,450.87 | 34.04 ₹1,535.20 | 33.08 ₹1,491.91 |
| 1.01 | OD409899/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & amp;1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (excluding form work) | 8.2 | cum | 6,651.1 ₹54,539.02 | 7,037.15 ₹57,704.63 | 6,838.84 ₹56,078.49 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.14 | cum | 6,761.34 ₹1.1 L | 7,153.79 ₹1.2 L | 6,952.2 ₹1.1 L |
Tender Value
₹3.4 L
EMD Value
₹8,461
Closing Date
18 Mar 2025, 6:55 pmClosed
Ali Faisal KT
Office of the Assistant Engineer, LIDandEW Section, Thrikkalangode Grama Panchayat
Annual Plan-Thrikkalangode GP 2024-25, Proj No-645/25, Marathani Juma Masjid Road Re-tarring and Side Protection-Proj No-645/25-General Civil Work
2025_LSGD_748460_21
05/2024-25/AE/LIDandEW/TKD
Open Tender
Civil Works - Roads
270 days
Thrikkalangode GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,461
Yes
22 Apr 2026
11 Mar 2025
20 Mar 2025
11 Mar 2025
18 Mar 2025
11 Mar 2025
Amount
Retarring and side concrete
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)
OD409371/2024-2025:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD407939/2024-2025:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade - from DAR 51.2.3
OD409372/2024-2025: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work) (modified from MORD 75.8.1)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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
OD409899/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & amp;1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (excluding form work)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
OD410028/2024-2025: Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.(OD from DAR-10.25.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD407940/2024-2025:NAME BOARD: Providing and fixing granite of any color and shade for Name board of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand), including all charges etc. complete at all levels, including lettering and fixing
NOUFAL P T (BID ID -2162133)
ANEES P. (BID ID -2161668)
Bidder Name
NOUFAL P T
Rashid K
ANEES P.
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