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Tender ID
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₹14.2 LAccepted-AOC BARWADIH LATEHAR | 1 | Accepted-AOC as per committee resolution Agreement executed | |
| 2 | 2₹16.9 L+₹2.6 L (18.3%)Rejected-Finance CHOLAKKAPARAMBAN | ERNAKULAM | KERALA | 680667 | 2 | Rejected-Finance as per commitee resolution | |
| 3 | 3₹17.6 L+₹3.3 L (22.7%)Rejected-Finance | 3 | Rejected-Finance as per commitee resolution |
| Sl No | Description | Qty | Unit | MOHAMMED KUTTY P.K. L3 | KUNHIMOIDEEN CHOLAKKAPARAMBAN L2 | Ajay Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00Retarring and concreting | ||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 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. | 50.01 | sqm | 275.13 ₹13,758.15 | 275.13 ₹13,758.15 | 231 ₹11,551.39 Lowest |
| 1.00 | 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. | 801.5 | sqm | 12.83 ₹10,283.25 | 12.83 ₹10,283.25 | 10.7 ₹8,576.05 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 801.5 | sqm | 300 ₹2,40,450 | 245.79 ₹1,97,000.69 | 206 ₹1,65,109 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. | 360 | sqm | 9.88 ₹3,556.8 | 9.88 ₹3,556.8 | 8.25 ₹2,970 Lowest |
| 1.00 | OD452294/2024-2025:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 98.75 | cum | 940.22 ₹92,842.02 | 940.22 ₹92,842.02 | 791.5 ₹78,156.67 Lowest |
| 1.01 | OD452295/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4 | 148.12 | cum | 8,036.83 ₹11,90,399.19 | 8,036.83 ₹11,90,399.19 | 6,812 ₹10,08,979.82 Lowest |
| 1.01 | 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. | 14.2 | cum | 64.45 ₹915.19 | 64.45 ₹915.19 | 54.2 ₹769.64 Lowest |
| 1.01 | OD452579/2024-2025:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 31.77 | cum | 3,660.07 ₹1,16,291.4 | 3,660.07 ₹1,16,291.4 | 3,083 ₹97,956.16 Lowest |
| 1.01 | OD452641/2024-2025:[OD From MoRD 3.3 & amp 3.4] - Filling with Contractors own Earth (excluding rock ) in open areas in layer not exceeding 20 cm depth consolidting each deposited layer by ramming and watering,lead upto 50 m and lift upto 1.50m as per direction of site Engineer- in - charge | 115.38 | cum | 500 ₹57,687.5 | 331.68 ₹38,267.58 | 278 ₹32,074.25 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
12 Mar 2025, 4:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
AE LSGD LID AND EW SECTION PERUMANNAKLARI GP
chettiyamkinar moochikkal road maintenance
2025_LSGD_744820_1
AE/LSGD/PMKY/ET6/2024-25
Open Tender
Civil Works - Roads
Item Rate
PERUMANNAKLARI_GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,373
28 Aug 2025
3 Mar 2025
14 Mar 2025
3 Mar 2025
12 Mar 2025
3 Mar 2025
Amount
Retarring and concreting
5.5.A.1a:Modified Penetration Macadam 50 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.
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (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.
OD452294/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD452295/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4
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.
OD452579/2024-2025:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
OD452641/2024-2025:[OD From MoRD 3.3 & amp 3.4] - Filling with Contractors own Earth (excluding rock ) in open areas in layer not exceeding 20 cm depth consolidting each deposited layer by ramming and watering,lead upto 50 m and lift upto 1.50m as per direction of site Engineer- in - charge
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
OD452296/2024-2025:LRRP 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)
KUNHIMOIDEEN CHOLAKKAPARAMBAN (BID ID -2148949)
MOHAMMED KUTTY P.K. (BID ID -2149292)
Bidder Name
MOHAMMED KUTTY P.K.
KUNHIMOIDEEN CHOLAKKAPARAMBAN
Ajay Kumar
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