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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹5.1 L+₹15,227.59 (3.10%)Rejected-AOC K SIVARAJAN KOLLAM VENDOR | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical KOLLAM | KOLLAM | KERALA | 689694 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Ashokkumar.k L4 | SHEREEF M L3 | K.GOPALAKRISHNA PILLAI L1 | RAJA L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road renovation | |||||||
| 1.00 | 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. | 12.54 | sqm | 459.74 ₹5,762.84 | 418 ₹5,239.63 | 405.36 ₹5,081.19 Lowest | 418 ₹5,239.63 |
| 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 | 7.88 | cum | 4,121.95 ₹32,460.36 | 3,750 ₹29,531.25 | 3,634.37 ₹28,620.66 Lowest | 3,750 ₹29,531.25 |
| 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 | 52.5 | sqm | 88.33 ₹4,637.33 | 80 ₹4,200 | 77.88 ₹4,088.7 Lowest | 80 ₹4,200 |
| 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. | 52.5 | sqm | 20.77 ₹1,090.43 | 18.9 ₹992.25 | 18.31 ₹961.28 Lowest | 18.9 ₹992.25 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 382.5 | sqm | 17.35 ₹6,636.38 | 15.79 ₹6,039.68 | 15.3 ₹5,852.25 Lowest | 15.79 ₹6,039.68 |
| 1.01 | 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) | 435 | sqm | 331.9 ₹1,44,376.5 | 302.65 ₹1,31,652.75 | 292.64 ₹1,27,298.4 Lowest | 302.65 ₹1,31,652.75 |
| 1.01 | OD68838/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50m and lift upto 1.5m | 250.5 | sqm | 40.39 ₹10,117.7 | 36 ₹9,018 | 35.61 ₹8,920.31 Lowest | 36 ₹9,018 |
| 1.01 | 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) | 11.25 | cum | 10,510.56 ₹1,18,243.8 | 9,554 ₹1,07,482.5 | 9,267.27 ₹1,04,256.79 Lowest | 9,554 ₹1,07,482.5 |
| 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) | 21.94 | cum | 10,500.08 ₹2,30,350.76 | 9,850 ₹2,16,089.3 | 9,258.03 ₹2,03,102.66 Lowest | 9,565 ₹2,09,836.97 |
Tender Value
₹5.1 L
EMD Value
₹12,655
Closing Date
23 Jul 2025, 3:00 pmClosed
Divya G V
Office of the Assistant Engineer
THRIKKOVILVATTOM GP PROJ NO. 150/2025-26 RENOVATION OF VYDYASHALA MANNANCHERI TEMPLE ROAD
2025_LSGD_775018_2
01/AE/LIDEW/TKVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Thrikkovilvattam Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,655
Yes
8 Jul 2026
7 Jul 2025
26 Jul 2025
7 Jul 2025
23 Jul 2025
10 Jul 2025
Amount
Road renovation
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.
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
75.5.1.1pb: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
75.5.2.3pb: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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared 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 <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)
OD68838/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish , lead upto 50m and lift upto 1.5m
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)
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)
OD68841/2025-2026::Supplying and Fixing name board of size 75*60cm size using GI pipe as post and 1mm thick MS sheet surrounded By MS
RAJA (BID ID -2259068)
SHEREEF M (BID ID -2259340)
Ashokkumar.k (BID ID -2259467)
Bidder Name
Ashokkumar.k
SHEREEF M
K.GOPALAKRISHNA PILLAI
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