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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 | 1₹15.1 LAccepted-AOC PULIMOOTTIL H PALLARIMANGALAM AE LSGD PALLARIMANGALAM G P PALLARIMANGALAM | THRISSUR | KERALA | 680667 | 1 | Accepted-AOC L1 | |
| 2 | 2₹15.3 L+₹26,319.66 (1.75%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹16.0 L+₹92,386.55 (6.13%)Rejected-Finance AG AD STAMP VENDOR MANJERI | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | IBRAHIM.P.K L1 | Muhammed Faisal L3 | K.B.JALAM L2 |
|---|---|---|---|---|---|---|
| 1.00Road renovation | ||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 156.32 | sqm | 283.8 ₹44,363.62 | 268 ₹41,893.76 Lowest | 283 ₹44,238.56 |
| 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. | 1,620.2 | sqm | 14.46 ₹23,428.09 | 13.5 ₹21,872.7 Lowest | 14 ₹22,682.8 |
| 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) | 1,620.2 | sqm | 257.29 ₹4,16,861.26 | 243 ₹3,93,708.6 Lowest | 257 ₹4,16,391.4 |
| 1.00 | OD494767/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge | 790 | sqm | 25.31 ₹19,994.9 | 23.9 ₹18,881 | 20 ₹15,800 Lowest |
| 1.00 | OD494766/2024-2025: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) | 118.5 | cum | 6,668.95 ₹7,90,270.58 Lowest | 7,547 ₹8,94,319.5 | 6,700 ₹7,93,950 |
| 1.01 | 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. | 142.92 | sqm | 9.82 ₹1,403.44 | 9.27 ₹1,324.84 | 9 ₹1,286.25 Lowest |
| 1.01 | 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 | 14.29 | cum | 2,970.31 ₹42,451.67 | 2,807 ₹40,117.64 Lowest | 2,970 ₹42,447.24 |
| 1.01 | OD494784/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge. | 142.92 | sqm | 903.51 ₹1,29,126.94 Lowest | 953 ₹1,36,199.9 | 1,008 ₹1,44,060.34 |
| 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) | 2.38 | cum | 1,669.82 ₹3,970.83 Lowest | 7,547 ₹17,946.77 | 7,977 ₹18,969.31 |
Tender Value
₹16.9 L
EMD Value
₹42,364
Closing Date
10 Apr 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
Assistant Engineer, LID and EW section Pallarimangalam
LRRP 2024-25, Kothamangalam LAC, SL.No.2503, Pulikkunneppadi Madiyarachal Waitingshed Road, Pallarimangalam GP, Ernakulam District
2025_LSGD_757219_2
LRRP1/AE/LSGD/PLGP/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Pallarimangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,364
22 Aug 2025
31 Mar 2025
14 Apr 2025
31 Mar 2025
10 Apr 2025
31 Mar 2025
Amount
Road renovation
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
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)
OD494767/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way leveling, cambering etc complete as per direction of Engineer in charge
OD494766/2024-2025: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)
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
OD494784/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in-charge.
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)
OD494782/2024-2025:DRY RUBBLE MASONRY _ Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyence of material and labour charges etc. complete as per direction of departmental officers at site modified 60.7.1
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)
OD494765/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
K.B.JALAM (BID ID -2194355)
Muhammed Faisal (BID ID -2194289)
Bidder Name
K.B.JALAM
IBRAHIM.P.K
Muhammed Faisal
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