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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4 LAccepted-AOC | ₹4 L Quoted ₹3.8 L | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | SAJINI S S L1 | Madhu j L2 |
|---|---|---|---|---|---|
| 1.00Road Work | |||||
| 1.00 | OD340056/2023-2024:Filling with Quarry MUck
Filling up low lying and water logged areas with local material/quarry mucl, spreading in layers ,levelling the top at site and consolidation by ramming ,etc complete for improving the CBR value of subgrade | 18 | cum | 846.95 ₹15,245.1 Lowest | 893.95 ₹16,091.1 |
| 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 | 22.5 | cum | 2,988.13 ₹67,232.93 Lowest | 3,153.95 ₹70,963.88 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 150 | sqm | 62.82 ₹9,423 Lowest | 66.3 ₹9,945 |
| 1.00 | 5.2.3a:Tack Coat 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. | 150 | sqm | 13.05 ₹1,957.5 Lowest | 13.77 ₹2,065.5 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 71.19 | sqm | 319.51 ₹22,745.92 Lowest | 337.3 ₹24,012.39 |
| 1.01 | 5.2.1a:Tack Coat 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. | 600 | sqm | 10.95 ₹6,570 Lowest | 11.55 ₹6,930 |
| 1.01 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 750 | sqm | 168.26 ₹1,26,195 Lowest | 177.61 ₹1,33,207.5 |
| 1.01 | 5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65) | 750 | sqm | 71.12 ₹53,340 Lowest | 75.07 ₹56,302.5 |
| 1.01 | 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. | 10.2 | cum | 58.02 ₹591.8 Lowest | 61.23 ₹624.55 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
3 Dec 2024, 5:00 pmClosed
AEE
O/O AEE LIDEW NEMOM BP
MLA-SDF-2024-25 -Adv. Sri Vincent MLA .Kulangara Road-Improvements in Kalliyoor GP under Nemom BP
2024_LSGD_707600_6
05/AEE/LIDEW/NBP/2024-25
Open Tender
Civil Works - Others
Item Rate
NEMOM BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹935
Yes
₹10,589
Yes
16 Aug 2026
22 Nov 2024
5 Dec 2024
22 Nov 2024
3 Dec 2024
22 Nov 2024
Amount
Road Work
OD340056/2023-2024:Filling with Quarry MUck Filling up low lying and water logged areas with local material/quarry mucl, spreading in layers ,levelling the top at site and consolidation by ramming ,etc complete for improving the CBR value of subgrade
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)
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.
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)
OD340083/2023-2024:Supplying and fixing name board of size 70*50 cm installed in the appropriate place visible to the public made of masonry wall with granite plaque should be inserted and including engraving letters etc complete the direction of departmental officers at site
Madhu j (BID ID -1999037)
Bidder Name
Madhu j
SAJINI S S
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