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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 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 Second Lowest bid |
| Sl No | Description | Qty | Unit | KRISHNANKUTTY L2 | JANARDHANAN.P L1 |
|---|---|---|---|---|---|
| 1.00Road Interlocking | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 375 | sqm | 16.81 ₹6,303.75 | 16.01 ₹6,003.75 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 28.12 | cum | 3,504.77 ₹98,571.66 | 3,100 ₹87,187.5 Lowest |
| 1.00 | OD158103/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 325 | sqm | 1,102.28 ₹3,58,241 | 1,030 ₹3,34,750 Lowest |
| 1.00 | 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) | 7.5 | cum | 10,031.92 ₹75,239.4 | 9,075 ₹68,062.5 Lowest |
| 1.00 | OD158113/2025-2026: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 ,0.6mmthick iron sheet of size 90x60cm with two coat of enamel painting over a coat of lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete | 1 | no | 3,218.1 ₹3,218.1 Lowest | 4,500 ₹4,500 |
| 2.00Tarring | |||||
| 2.00 | OD158465/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumed using 36mm broken stone and compacting with power roller to get a compact surface | 1.86 | cum | 8,739.77 ₹16,229.75 | 8,300 ₹15,413.1 Lowest |
| 2.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 495 | sqm | 19.85 ₹9,825.75 | 18.9 ₹9,355.5 Lowest |
| 2.00 | 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) | 495 | sqm | 317.78 ₹1,57,301.1 | 302 ₹1,49,490 Lowest |
Tender Value
₹6.9 L
EMD Value
₹17,260
Closing Date
22 Aug 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer Office
Assistant Engineer Office
Elappully Gramma Panchayath- Chozhiyampakku Mannukkadu Road Maintenance - Ward 7-Pro. No. 264/25-26
2025_LSGD_784833_16
01/AE/LID EW/ELPY/2025-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Elapully GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,525
Yes
₹17,260
Yes
26 Sept 2025
13 Aug 2025
23 Aug 2025
13 Aug 2025
22 Aug 2025
13 Aug 2025
Amount
Road Interlocking
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD158103/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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)
OD158113/2025-2026: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 ,0.6mmthick iron sheet of size 90x60cm with two coat of enamel painting over a coat of lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete
Tarring
OD158465/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumed using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 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 <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)
KRISHNANKUTTY (BID ID -2302943)
Bidder Name
KRISHNANKUTTY
JANARDHANAN.P
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