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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹97.7 LAccepted-AOC MANNIL HOUSE KODAKKAD MANNARKKAD | MANNARKKAD | PALAKKAD | KERALA | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.1 Cr+₹9.2 L (9.40%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL NASAR. M L1 | SREEDHARAN .M L2 | PREMKUMAR.T.K L3 |
|---|---|---|---|---|---|---|
| 1.00Road restoration | ||||||
| 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. | 1,134 | cum | 63.8 ₹72,349.2 Lowest | 65.5 ₹74,277 | 66.84 ₹75,796.56 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 583 | cum | 3,100 ₹18,07,300 Lowest | 3,271.12 ₹19,07,062.96 | 3,337.88 ₹19,45,984.04 |
| 1.00 | OD304613/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 160 | sqm | 140 ₹22,400 | 139.08 ₹22,252.8 Lowest | 141.92 ₹22,707.2 |
| 1.00 | 75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 591 | cum | 7,950 ₹46,98,450 Lowest | 9,372.48 ₹55,39,135.68 | 9,563.75 ₹56,52,176.25 |
| 1.00 | OD65762/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and
hire charges etc..complete using GI hollow tube of size 80x40x1.4mm post
40x20x1.4mm outer frame.0.6mm
thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of
primer,lettering with sutable
colour and size,fixing the post in ground with cc 1:2:4 etc..complete | 1 | no | 2,579 ₹2,579 | 2,527.51 ₹2,527.51 Lowest | 2,579.09 ₹2,579.09 |
| 2.00Retarring and Tarring | ||||||
| 2.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 1,102.54 | sqm | 410 ₹4,52,041.4 | 409.96 ₹4,51,997.3 Lowest | 418.33 ₹4,61,225.56 |
| 2.00 | 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. | 6,560 | sqm | 18 ₹1,18,080 Lowest | 18.52 ₹1,21,491.2 | 18.9 ₹1,23,984 |
| 2.00 | 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) | 6,560 | sqm | 299 ₹19,61,440 | 296.6 ₹19,45,696 Lowest | 302.65 ₹19,85,384 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
13 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
GENERAL-Budget 2023-24-Alathur LACRenovation of Village Roads in Alathur LACGANDHI JUNCTION -KATTUSSERYMALAKULAM- NELLIYANKUNNAM ROAD RENNOVATION IN ALATHUR GP
2025_LSGD_803781_1
08/ET/EE/2025-26 DT 29.09.2025
Open Tender
Civil Works - Roads
Item Rate
240 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
9 Jan 2026
29 Sept 2025
15 Oct 2025
29 Sept 2025
13 Oct 2025
29 Sept 2025
Amount
Road restoration
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD304613/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
75.8.1: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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD65762/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire charges etc..complete using GI hollow tube of size 80x40x1.4mm post 40x20x1.4mm outer frame.0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer,lettering with sutable colour and size,fixing the post in ground with cc 1:2:4 etc..complete
Retarring and Tarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.11.1.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)
ROAD MARKING AND SIGN BOARD
10.3.A.3:Direction and Place Identification signs upto 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>(iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10.20:Road Markers/Road Stud with Lens Reflector <br> Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
OD304724/2025-2026:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
SREEDHARAN .M (BID ID -2384299)
PREMKUMAR.T.K (BID ID -2384307)
Bidder Name
SREEDHARAN .M
PREMKUMAR.T.K
ABDUL NASAR. M
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