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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₹7.6 LAccepted-AOC VAYALILPARAMBIL HOUSE OORAKKADU EDATHALA PO ALUVA 683561 | ALUVA | ERNAKULAM | KERALA | 683561 | L1 | Accepted-AOC Accepted Vide Resolution | |
| 2 | L2₹8.4 L+₹82,332 (10.8%)Rejected-Finance KADAYIL VEEDU THALIKKUZHY ADAYAMON P O | ADAYAMON | KOLLAM | KERALA | 691533 | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹9.2 L+₹1.6 L (20.5%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹9.3 L+₹1.7 L (22.2%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VAYALIL CONSTRUCTIONS L1 | NAZARUDEEN L2 | S.BUHARI L3 | SIVADASAN R L4 |
|---|---|---|---|---|---|---|---|
| 1.00ReConcreting | |||||||
| 1.00 | OD412465/2024-2025:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.78 | cum | 6,520.86 ₹11,581.05 Lowest | 6,700 ₹11,899.2 | 7,855.46 ₹13,951.3 | 7,968.49 ₹14,152.04 |
| 1.00 | 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) | 11.25 | cum | 7,179.89 ₹80,773.76 Lowest | 8,000 ₹90,000 | 8,649.37 ₹97,305.41 | 8,773.82 ₹98,705.48 |
| 2.00Scarifying and Concreting | |||||||
| 2.00 | 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. | 156 | sqm | 8.84 ₹1,379.04 Lowest | 9 ₹1,404 | 10.65 ₹1,661.4 | 10.8 ₹1,684.8 |
| 2.00 | 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) | 23.4 | cum | 7,475.61 ₹1,74,929.27 Lowest | 8,000 ₹1,87,200 | 9,005.61 ₹2,10,731.27 | 9,135.19 ₹2,13,763.45 |
| 2.00 | OD412476/2024-2025:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.68 | cum | 384.04 ₹1,797.31 | 54 ₹252.72 Lowest | 462.64 ₹2,165.16 | 469.3 ₹2,196.32 |
| 3.00Scarifying and retarring | |||||||
| 3.00 | 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. | 59.2 | sqm | 255.42 ₹15,119.84 Lowest | 320 ₹18,942.72 | 307.7 ₹18,214.61 | 312.12 ₹18,476.26 |
| 3.00 | 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. | 18.62 | sqm | 331.57 ₹6,175.49 Lowest | 370 ₹6,891.25 | 399.43 ₹7,439.38 | 405.18 ₹7,546.48 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
2 Mar 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
AE
Chittilazhikam Edakunnil Road Maintenanace
2025_LSGD_742164_1
TEN 04(295) AE/LSGD/PKML/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Pazhayakunnummel GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
29 Nov 2025
23 Feb 2025
3 Mar 2025
23 Feb 2025
2 Mar 2025
23 Feb 2025
Amount
ReConcreting
OD412465/2024-2025:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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)
Scarifying and Concreting
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)
OD412476/2024-2025:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Scarifying and 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.
75.5.9.2.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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. <br> Case - II By Mechanical Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
Irish Drain
OD412448/2024-2025:Surface dressing of the ground including the removal of vegetation and inequalities not exceeding 15 cm depth disposal of rubbish to distance of 50 mtr and lift up to 1.50 mtrs. All kinds of soil (Modified DAR items 2.28.1)
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)
NAZARUDEEN (BID ID -2130469)
S.BUHARI (BID ID -2133405)
SIVADASAN R (BID ID -2133427)
Bidder Name
S.BUHARI
NAZARUDEEN
SIVADASAN R
VAYALIL CONSTRUCTIONS
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