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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₹18.2 LAccepted-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | L1 | Accepted-AOC Agreement executed on 09/04/2025 | |
| 2 | L2₹19.5 L+₹1.3 L (6.99%)Rejected-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹20.6 L+₹2.4 L (13.2%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | P. S. Sunil L3 | Jomy Mathew L2 | Denny Jose L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 953.4 | sqm | 9.58 ₹9,133.57 | 8 ₹7,627.2 Lowest | 8.41 ₹8,018.09 |
| 1.00 | 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) | 143.01 | cum | 8,107.55 ₹11,59,460.73 | 7,689 ₹10,99,603.89 | 7,179.7 ₹10,26,768.9 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) | 74.25 | cum | 8,098.3 ₹6,01,298.78 | 7,680 ₹5,70,240 | 7,171.5 ₹5,32,483.88 Lowest |
| 1.00 | OD495153/2024-2025:Providing and fixing of direction and place identtification retro - reflectorised sign with 7 years warranty manufactured as per IRC-67 made type IV micro prismatic grade sheeting fixed over aluminium sheeting , 2m thick /aluminium composite material sheeting 4 mm thick with area not exceeding 0.90 sqm with suitable back supportting frame of M.S angle 40x40x6 and supported G.I pole 50 mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40 cm x 40 cm x 60 cm , 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paiting over epoxy primer and as perapproved drawing and clause 801 including lettering symbols etc. ( Derived from Mord specification 10.3.A.2) | 1 | sqm | 11,724.76 ₹11,724.76 | 11,120 ₹11,120 | 10,383 ₹10,383 Lowest |
| 2.00RETARING | ||||||
| 2.00 | 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. | 91.11 | sqm | 370 ₹33,710.7 | 340 ₹30,977.4 | 317.8 ₹28,954.76 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) | 462 | sqm | 258.14 ₹1,19,260.68 | 237 ₹1,09,494 | 221.7 ₹1,02,425.4 Lowest |
| 2.00 | 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. | 462 | sqm | 14.47 ₹6,685.14 | 12 ₹5,544 Lowest | 12.4 ₹5,728.8 |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 15.06 | cum | 62.52 ₹941.74 | 58 ₹873.65 | 55.3 ₹832.98 Lowest |
Tender Value
₹21.2 L
EMD Value
₹5,000
Closing Date
18 Mar 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Vijayakumar V S
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION MOONNILAVU GRAMAPANCHAYATH
LRRP 2024 25 PALA LAC 2123 78 MANKOMB ANCHUKUDIYAR VELLARA ROAD IMPROVEMENTS WARD 5 MOONNILAVU GP KOTTAYAM DIST
2025_LSGD_748037_2
05/2025/AE/LSGD/MNLV/2024-25
Open Tender
Civil Works - Roads
Item Rate
Moonnilavu GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹5,000
Yes
10 Dec 2025
10 Mar 2025
19 Mar 2025
10 Mar 2025
18 Mar 2025
10 Mar 2025
Amount
Road Maintenance
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.
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)
OD495153/2024-2025:Providing and fixing of direction and place identtification retro - reflectorised sign with 7 years warranty manufactured as per IRC-67 made type IV micro prismatic grade sheeting fixed over aluminium sheeting , 2m thick /aluminium composite material sheeting 4 mm thick with area not exceeding 0.90 sqm with suitable back supportting frame of M.S angle 40x40x6 and supported G.I pole 50 mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40 cm x 40 cm x 60 cm , 60 cm below ground level including paiting all exposed surface with 2 coats of epoxy paiting over epoxy primer and as perapproved drawing and clause 801 including lettering symbols etc. ( Derived from Mord specification 10.3.A.2)
RETARING
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.
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)
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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)
Jomy Mathew (BID ID -2158948)
P. S. Sunil (BID ID -2156049)
Bidder Name
Jomy Mathew
P. S. Sunil
Denny Jose
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