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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₹13.4 LAccepted-AOC | L1 | Accepted-AOC low rate |
| Sl No | Description | Qty | Unit | SAMU P V L1 |
|---|---|---|---|---|
| 1.00Maintenance | ||||
| 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. | 121.88 | sqm | 282.75 ₹34,460.16 Lowest |
| 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. | 1,253 | sqm | 14.41 ₹18,055.73 Lowest |
| 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) | 1,253 | sqm | 256.34 ₹3,21,194.02 Lowest |
| 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. | 640 | sqm | 9.78 ₹6,259.2 Lowest |
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 56 | cum | 2,976.98 ₹1,66,710.88 Lowest |
| 1.01 | OD450850/2024-2025:Providing and laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size ,design & shape ,laid in a 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 | 560 | per sqm | 1,004.75 ₹5,62,660 Lowest |
| 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) | 14.54 | cum | 7,948.24 ₹1,15,583.31 Lowest |
| 1.01 | OD452064/2024-2025:Direction and Place Identification retro-reflectorised signwith 7years warranty
manufactured upto 0.9 sqm size board &amp;lt;br&amp;gt; A. Retroreflectorised as
per IRC:67 made of type 4mm thick with area not exceeding 0.9 sqm with suitable
back supporting frames of MS angle 40x40x6 and supported on GI pole 50mm NB2nos confirming to IS 1239mfirmly fixed to the ground by means of properly designed
foundation with M15 grade cement concrete min size 40cmx40cmx60cm below
ground level including painting all exposed surface with 2 coats of epoxy painting
over epoxy primer and as per approved drawings and clause 801 including symbols
etc.(Derived from MoRD spech10.3.A.2) | 0.9 | sqm | 11,953.24 ₹10,757.92 Lowest |
| 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) | 1.8 | cum | 8,266.17 ₹14,879.11 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,896
Closing Date
28 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.
ANUPRIYA R - AEE
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
LRRP-LRRP 2024-25 ALUVA LAC ,SL NO 2346 ,THYNOTH ROAD (WARD23) ALUVA MUNICIPALITY .ERNAKULAM DISTRICT-THYNOTH ROAD MAINTENANCE -RETENDER
2025_LSGD_755017_2
06/2024/AE/LIDEWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹33,896
Yes
6 Aug 2025
21 Apr 2025
30 Apr 2025
21 Apr 2025
28 Apr 2025
21 Apr 2025
Amount
Maintenance
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)
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.3: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> (iii) For Grading III Material
OD450850/2024-2025:Providing and laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size ,design & shape ,laid in a 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)
OD452064/2024-2025:Direction and Place Identification retro-reflectorised signwith 7years warranty manufactured upto 0.9 sqm size board &amp;lt;br&amp;gt; A. Retroreflectorised as per IRC:67 made of type 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frames of MS angle 40x40x6 and supported on GI pole 50mm NB2nos confirming to IS 1239mfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40cmx40cmx60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawings and clause 801 including symbols etc.(Derived from MoRD spech10.3.A.2)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD452242/2024-2025:Engaging mancoolies
Bidder Name
SAMU P V
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