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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 | L1₹10.3 LAccepted-AOC VATTAPARAMPIL HOUSE MALAYALAPUZHA | PALAKKAD | KERALA | 678001 | L1 | Accepted-AOC lowest qouted hence accepted | |
| 2 | L2₹10.5 L+₹26,666.61 (2.60%)Rejected-AOC LSGD SECTION MALAYALAPUZHA GRAMA PANCHAYATH | PALAKKAD | KERALA | 678001 | L2 | Rejected-AOC higher qouted hence rejected | |
| 3 | L3₹11.4 L+₹1.2 L (11.2%)Rejected-AOC VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | L3 | Rejected-AOC higher qouted hence rejected | |
| 4 | L4₹11.6 L+₹1.4 L (13.4%)Rejected-AOC | L4 | Rejected-AOC higher qouted hence rejected |
| Sl No | Description | Qty | Unit | K S PURASHOTHAMAN L1 | KURIAN K VARGHESE L3 | ANUP SOMAN L4 | SHYJU T JOHN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 157 | sqm | 281.8 ₹44,242.6 Lowest | 313.43 ₹49,208.51 | 319.48 ₹50,158.36 | 290 ₹45,530 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 169.53 | sqm | 366.01 ₹62,047.85 Lowest | 407.24 ₹69,037.36 | 415.09 ₹70,368.13 | 375 ₹63,571.88 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 2,250 | sqm | 14.27 ₹32,107.5 Lowest | 15.66 ₹35,235 | 15.96 ₹35,910 | 15 ₹33,750 |
| 1.00 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 2,250 | sqm | 195.31 ₹4,39,447.5 Lowest | 217.1 ₹4,88,475 | 221.29 ₹4,97,902.5 | 200 ₹4,50,000 |
| 1.00 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | 2,250 | sqm | 82.76 ₹1,86,210 Lowest | 91.99 ₹2,06,977.5 | 93.77 ₹2,10,982.5 | 85 ₹1,91,250 |
| 2.00DRM | |||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.16 | cum | 357.54 ₹7,922.37 Lowest | 398.85 ₹8,837.72 | 406.55 ₹9,008.33 | 365 ₹8,087.67 |
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 17.74 | cum | 762.74 ₹13,528.72 Lowest | 850.87 ₹15,091.88 | 867.28 ₹15,382.95 | 780 ₹13,834.86 |
| 2.00 | OD317333/2024-2025:Dry Rubble Masonry with hard stone, including packing to compactness to lines and levels,cost
and conveyance of all materials, labour charges etc.complete as per approved drawing and
relevent technical specifications. | 46.89 | cum | 4,971.9 ₹2,33,152.28 Lowest | 5,546.32 ₹2,60,089.13 | 5,653.33 ₹2,65,107.26 | 5,100 ₹2,39,159.4 |
Tender Value
₹10.4 L
EMD Value
₹26,055
Closing Date
2 Jun 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer Vadasserikkara GP
Annual Plan-PNO 171-Janda-Anakkottunkal Pallippadi Road Maintenance in Ward I VGP 2024-25-General Civil Work
2025_LSGD_765689_2
14/AE/LSGD/VGP/ETENDER/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Assistant Engineer Vadasserikkara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹26,055
21 Aug 2025
22 May 2025
2 Jun 2025
22 May 2025
2 Jun 2025
22 May 2025
Amount
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD317333/2024-2025:Dry Rubble Masonry with hard stone, including packing to compactness to lines and levels,cost and conveyance of all materials, labour charges etc.complete as per approved drawing and relevent technical specifications.
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)
SHYJU T JOHN (BID ID -2219433)
KURIAN K VARGHESE (BID ID -2219482)
ANUP SOMAN (BID ID -2219489)
Bidder Name
K S PURASHOTHAMAN
ANUP SOMAN
KURIAN K VARGHESE
SHYJU T JOHN
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