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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.0 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹3.0 L | l1 | Accepted-AOC l1 |
| 2 | l2₹3.1 LRejected-AOC MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹3.1 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | C.K.BABU L2 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|
| 1.00Maintenance to existing roadway | |||||
| 1.00 | OD80060/2025-2026: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 1.5M in allakinds
of soil | 139.2 | sqm | 38.85 ₹5,407.92 | 36.65 ₹5,101.68 |
| 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. | 360 | sqm | 19.93 ₹7,174.8 | 18.8 ₹6,768 |
| 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) | 360 | sqm | 320.76 ₹1,15,473.6 | 302.6 ₹1,08,936 |
| 2.00side protection | |||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 12.25 | cum | 997.46 ₹12,218.89 | 941 ₹11,527.25 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.67 | cum | 9,540 ₹35,059.5 | 9,000 ₹33,075 |
| 2.00 | 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) | 5.25 | cum | 9,323.76 ₹48,949.74 | 8,796 ₹46,179 |
| 2.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 7.35 | cum | 10,084.84 ₹74,123.57 | 9,514 ₹69,927.9 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.15 | tonne | 1,06,463.22 ₹15,650.09 | 1,00,437 ₹14,764.24 |
Tender Value
Refer Docs
EMD Value
₹7,409
Closing Date
7 Feb 2026, 11:00 amClosed
The Assistant Engineer, LSGD Section,
The Assistant Engineer, LSGD Section,
Elavanchery G P Project no 38/2025 - 26-Pananthurava Road Maintenance in ward 3
2026_LSGD_832030_7
T8/2025/AE/LIDEW/ELY/GP
Open Tender
Civil Works - Roads
180 days
ELEVENCHERY
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,409
Yes
25 Mar 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
Maintenance to existing roadway
OD80060/2025-2026: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 1.5M in allakinds of soil
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.
75.5.11.1.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)
side protection
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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