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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC ORIYARA HOUSE MAVILAKADAPURAM KASARAGOD PIN 671312 | KASARAGOD | KERALA | 671312 | L1 | Accepted-AOC lowest quated rate | |
| 2 | L2₹5.3 L+₹8,592.51 (1.64%)Rejected-Finance | L2 | Rejected-Finance rejected Vide Resolution No.2/2025(3) dtd.03.10.2025 of Peringome vayakkara GP | |
| 3 | L3₹5.3 L+₹8,612.29 (1.65%)Rejected-Finance | L3 | Rejected-Finance rejected Vide Resolution No.2/2025(3) dtd.03.10.2025 of Peringome vayakkara GP | |
| 4 | L4₹5.4 L+₹16,380.05 (3.13%)Rejected-Finance ADUKKATTU HOUSE THIMIRI PO | KERALA | L4 | Rejected-Finance rejected Vide Resolution No.2/2025(3) dtd.03.10.2025 of Peringome vayakkara GP | |
| 5 | L5₹5.6 L+₹40,815.65 (7.80%)Rejected-Finance 2003 SUB TREASURY NILESWAR | L5 | Rejected-Finance rejected Vide Resolution No.2/2025(3) dtd.03.10.2025 of Peringome vayakkara GP |
| Sl No | Description | Qty | Unit | U P KAMALAKSHAN L2 | RAJESH K L1 | A K REJEESH L4 | LAKSHMANAN P L3 | babu k L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||||
| 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. <br>(ii) Using Gravel mix soil. | 2.83 | cum | 2,080.86 ₹5,880.51 | 1,760 ₹4,973.76 Lowest | 2,111.25 ₹5,966.39 | 2,080.86 ₹5,880.51 | 2,206.84 ₹6,236.53 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 92.25 | cum | 3,143.5 ₹2,89,987.88 | 3,100 ₹2,85,975 Lowest | 3,189.54 ₹2,94,235.07 | 3,143.65 ₹2,90,001.71 | 3,333.93 ₹3,07,555.04 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 615 | sqm | 16.82 ₹10,344.3 | 16.6 ₹10,209 Lowest | 17.07 ₹10,498.05 | 16.82 ₹10,344.3 | 17.85 ₹10,977.75 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 615 | sqm | 71.95 ₹44,249.25 | 70.99 ₹43,658.85 Lowest | 73 ₹44,895 | 71.95 ₹44,249.25 | 76.31 ₹46,930.65 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 615 | sqm | 261.8 ₹1,61,007 | 258.3 ₹1,58,854.5 Lowest | 265.63 ₹1,63,362.45 | 261.81 ₹1,61,013.15 | 277.66 ₹1,70,760.9 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.16 | cum | 7,998.78 ₹17,277.36 | 7,876.5 ₹17,013.24 Lowest | 8,115.6 ₹17,529.7 | 7,998.79 ₹17,277.39 | 8,483 ₹18,323.28 |
| 1.01 | OD235831/2025-2026:Supplying and fitting name board of size 75*45cm made with GI plain sheet 1.25mm thick fitted with 35*35*4mm angle 2no.horizontally and 3nos vertically to metal frame for strengthening the GI sheet fitted 2nos 32mm GI pipe vertically 90cm.above ground level and fixing in cm 1:2:4 30*30cm including cost and conveyance of all labour charges, fabricating etc.complete. | 1 | each | 3,230.56 ₹3,230.56 | 2,700 ₹2,700 Lowest | 3,277.74 ₹3,277.74 | 3,230.33 ₹3,230.33 | 3,415.85 ₹3,415.85 |
Tender Value
₹5.9 L
EMD Value
₹14,827
Closing Date
25 Sept 2025, 6:00 pmClosed
Assistant Engineer
LIDEW Section, Peringome Vayakkara Grama Panchayat
PERINGOME - VAYAKKARA GRAMAPANCHAYAT Pr.No.69/25-26 Tarring works to KP Nagar anganvadi - Korangadu road
2025_LSGD_796513_20
E3/141/25-26
Open Tender
Civil Works - Roads
Item Wise
270 days
Peringome vayakkara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,827
Yes
8 Dec 2025
16 Sept 2025
30 Sept 2025
16 Sept 2025
25 Sept 2025
16 Sept 2025
Amount
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. <br>(ii) Using Gravel mix soil.
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD235831/2025-2026:Supplying and fitting name board of size 75*45cm made with GI plain sheet 1.25mm thick fitted with 35*35*4mm angle 2no.horizontally and 3nos vertically to metal frame for strengthening the GI sheet fitted 2nos 32mm GI pipe vertically 90cm.above ground level and fixing in cm 1:2:4 30*30cm including cost and conveyance of all labour charges, fabricating etc.complete.
U P KAMALAKSHAN (BID ID -2355939)
LAKSHMANAN P (BID ID -2356158)
A K REJEESH (BID ID -2358491)
babu k (BID ID -2357936)
Bidder Name
U P KAMALAKSHAN
RAJESH K
LAKSHMANAN P
babu k
A K REJEESH
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