Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.5 L+₹7,274.38 (0.98%)Admitted-Fee/PreQual/Technical/Finance | ₹7.5 L+₹7,274.38 (0.98%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Yesurajan S L1 | Aromalunni S L2 |
|---|---|---|---|---|---|
| 1.00Road Re tarring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 33.4 | sqm | 351.49 ₹11,739.77 Lowest | 354.09 ₹11,826.61 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 31.9 | sqm | 456.21 ₹14,553.1 Lowest | 460.65 ₹14,694.74 |
| 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. | 600 | sqm | 15.73 ₹9,438 Lowest | 15.9 ₹9,540 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 600 | sqm | 330.85 ₹1,98,510 Lowest | 334.11 ₹2,00,466 |
| 1.00 | OD42456/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (
Derived from DAR 2.28.1) | 200 | sqm | 41.27 ₹8,254 Lowest | 41.69 ₹8,338 |
| 1.01 | 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) | 20 | cum | 10,320.58 ₹2,06,411.6 Lowest | 10,422 ₹2,08,440 |
| 1.01 | 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. | 180 | sqm | 17.97 ₹3,234.6 | 17.76 ₹3,196.8 Lowest |
| 1.01 | 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) | 27 | cum | 10,744.12 ₹2,90,091.24 Lowest | 10,851 ₹2,92,977 |
| 1.01 | OD1924/2026-2027:Supplying and Fixing Information board 75X60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i-c.1 | 1 | each | 2,794.07 ₹2,794.07 Lowest | 2,821.61 ₹2,821.61 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
22 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER, LIDEW SECTION, VITHURA GP
O/O ASSISTANT ENGINEER, LIDEW SECTION, VITHURA GP
Annual Plan-VITHURA GP PRO NO 135/2026-27 CHENNANPARA KOCHUKARIKKAKAM ROAD CHENNANPARA WARD
2026_LSGD_868261_6
01/2026-27/AE/LIDEW/VTRA/01 PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
O/O ASSISTANT ENGINEER, LIDEW SECTION, VITHURA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,948
Yes
26 Sept 2026
8 Sept 2026
25 Sept 2026
8 Sept 2026
22 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Re tarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 33.4 | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 31.9 | sqm | - | - |
| 1.003 | 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. | 600 | sqm | - | - |
| 1.004 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 600 | sqm | - | - |
| 1.005 | OD42456/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (
Derived from DAR 2.28.1) | 200 | sqm | - | - |
| 1.006 | 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) | 20 | cum | - | - |
| 1.007 | 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. | 180 | sqm | - | - |
| 1.008 | 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) | 27 | cum | - | - |
| 1.009 | OD1924/2026-2027:Supplying and Fixing Information board 75X60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i-c.1 | 1 | each | - | - |
stage.html
html • 0.02 MB
finance_1470538.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
Tendernotice_2.pdf
PDF • 0.47 MB
Tendernotice_3.pdf
PDF • 0.30 MB
Tendernotice_4.pdf
PDF • 0.25 MB
Tendernotice_5.pdf
PDF • 0.33 MB
BOQ_1470538.xls
BOQ • 0.30 MB
sbd135.pdf
Other Document • 1.93 MB
pag135.pdf
Other Document • 0.10 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 .