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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 16/12/2025 | |
| 2 | L2₹8.0 L+₹311.22 (0.04%)Accepted-AOC | L2 | Accepted-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | P S Sunilkumar L1 | PREM KUMAR A L2 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 57 | cum | 2,484.07 ₹1,41,591.99 Lowest | 2,484.07 ₹1,41,591.99 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 85.5 | cum | 3,747 ₹3,20,368.5 Lowest | 3,750.64 ₹3,20,679.72 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 570 | sqm | 80.37 ₹45,810.9 Lowest | 80.37 ₹45,810.9 Lowest |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 570 | sqm | 18.9 ₹10,773 Lowest | 18.9 ₹10,773 Lowest |
| 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) | 570 | sqm | 302.65 ₹1,72,510.5 Lowest | 302.65 ₹1,72,510.5 Lowest |
| 1.01 | OD216827/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, Spreading in layers,levelling the top at site and consolidation by ramming etc. complete. | 9.5 | cum | 1,734.04 ₹16,473.38 Lowest | 1,734.04 ₹16,473.38 Lowest |
| 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) | 9.5 | cum | 9,186.73 ₹87,273.94 Lowest | 9,186.73 ₹87,273.94 Lowest |
| 1.01 | OD258098/2025-2026:Supply and fixing of advance direction/flag type direction/place identification/street name
signboard having size 90x60 cm (area .54m2), made of retro reflective sheeting conforming to
type XI standard of ASTM D 4956-09 & as per IRC 67 2012 SPECIFICATION fixed over
2mm thick aluminum sheet and back support frame of 40 x 40 x 6 mm supported on GI pipe 40
mm dia poles 2 M (one poles) fixed on the ground by means of properly designed foundation
earth work excavation of 30cm x30 cm 60 cm, c c 1:2:4 0f 30cmx 30cm x60cm size including painting all non reflective faces with epoxy paint 2 coats over epoxy primer, writing lettering,
figures ,arrows, complete as per design , 10 years pre- qualification warranty for type XI retro
reflective sheeting from the sheeting manufacturer & certified. | 1 | each | 5,472.44 ₹5,472.44 Lowest | 5,472.44 ₹5,472.44 Lowest |
Tender Value
₹8.0 L
EMD Value
₹20,015
Closing Date
1 Nov 2025, 3:00 pmClosed
ANJU GEORGE
Office of the Assistant Engineer, LIDEW Section, Pattanakkad Grama Panchayat
Pattanakkad GP -Ridham Road Tarring Completion in Ward 4-P-S0081
2025_LSGD_814621_3
7/2025-26/AE/LIDEW/PKD/PHASE-7
Open Tender
Civil Works - Roads
Item Rate
PATTANAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,765
Yes
₹20,015
Yes
8 Jan 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Road Tarring
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb: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 granular surfaces treated with primer & 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)
OD216827/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, Spreading in layers,levelling the top at site and consolidation by ramming etc. complete.
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)
OD258098/2025-2026:Supply and fixing of advance direction/flag type direction/place identification/street name signboard having size 90x60 cm (area .54m2), made of retro reflective sheeting conforming to type XI standard of ASTM D 4956-09 & as per IRC 67 2012 SPECIFICATION fixed over 2mm thick aluminum sheet and back support frame of 40 x 40 x 6 mm supported on GI pipe 40 mm dia poles 2 M (one poles) fixed on the ground by means of properly designed foundation earth work excavation of 30cm x30 cm 60 cm, c c 1:2:4 0f 30cmx 30cm x60cm size including painting all non reflective faces with epoxy paint 2 coats over epoxy primer, writing lettering, figures ,arrows, complete as per design , 10 years pre- qualification warranty for type XI retro reflective sheeting from the sheeting manufacturer & certified.
PREM KUMAR A (BID ID -2424245)
Bidder Name
P S Sunilkumar
PREM KUMAR A
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