Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.7 L+₹4,758.13 (0.85%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.7 L+₹5,360.72 (0.95%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOHN C THOMAS L2 | Vadakkedathu Constructions L3 | MAHIN ABOOBACKAR L1 |
|---|---|---|---|---|---|---|
| 1.00concreting | ||||||
| 1.00 | OD84448/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal
mix 1:3:6 WITH OUT FORM WORK | 1.8 | cum | 8,655 ₹15,587.66 | 8,657 ₹15,591.26 | 8,491.96 ₹15,294.02 Lowest |
| 1.00 | OD83732/2026-2027:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means
and re-compacting the Aggregate received from Scarifying with Static Roller | 60 | 1 sqm | 7.8 ₹468 Lowest | 7.82 ₹469.2 | 7.8 ₹468 Lowest |
| 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) | 9 | cum | 9,554 ₹85,986 | 9,555 ₹85,995 | 9,372.47 ₹84,352.23 Lowest |
| 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) | 18.12 | cum | 9,300 ₹1,68,497.4 | 9,302 ₹1,68,533.64 | 9,002.99 ₹1,63,116.17 Lowest |
| 1.00 | OD84406/2026-2027: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 | 4.56 | cum | 910 ₹4,149.6 | 905 ₹4,126.8 | 893.01 ₹4,072.13 Lowest |
| 2.00Retarring | ||||||
| 2.00 | 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. | 98.44 | sqm | 372.2 ₹36,640.48 Lowest | 375 ₹36,916.13 | 372.24 ₹36,644.42 |
| 2.00 | 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. | 666 | sqm | 29 ₹19,314 | 29.2 ₹19,447.2 | 24.09 ₹16,043.94 Lowest |
| 2.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 666 | sqm | 355 ₹2,36,430 Lowest | 355.25 ₹2,36,596.5 | 363.85 ₹2,42,324.1 |
Tender Value
₹5.7 L
EMD Value
₹14,194
Closing Date
28 Sept 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer Lsgd section Ezhumattoor gp Thelliyoor
43/26-27Maintenance of Velampadi Malambara Road Ward 12-2nd Reach
2026_LSGD_870647_3
01/2026-27/AE/LIDEW/EZMR
Open Tender
Civil Works - Roads
Item Rate
180 days
thelliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,255
Yes
₹14,194
Yes
30 Sept 2026
18 Sept 2026
30 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concreting | |||||
| 1.001 | OD84448/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal
mix 1:3:6 WITH OUT FORM WORK | 1.8 | cum | - | - |
| 1.002 | OD83732/2026-2027:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means
and re-compacting the Aggregate received from Scarifying with Static Roller | 60 | 1 sqm | - | - |
| 1.003 | 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) | 9 | cum | - | - |
| 1.004 | 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) | 18.12 | cum | - | - |
| 1.005 | OD84406/2026-2027: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 | 4.56 | cum | - | - |
| 2Retarring | |||||
| 2.001 | 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. | 98.44 | sqm | - | - |
| 2.002 | 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. | 666 | sqm | - | - |
| 2.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 666 | sqm | - | - |
stage.html
html • 0.02 MB
finance_1475408.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
preliminaryagreement.pdf
Tender Documents • 0.25 MB
affidavit.pdf
Tender Documents • 0.23 MB
formoftender.pdf
Tender Documents • 0.24 MB
epaymentform.pdf
Tender Documents • 0.23 MB
integritypact.pdf
Tender Documents • 0.23 MB
viewsbd43.pdf
Tender Documents • 1.95 MB
BOQ_1475408.xls
BOQ • 0.30 MB
feeremittence.pdf
Tender Documents • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .