Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | MANU A K L1 | INZAR S L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 155.06 | sqm | 405.52 ₹62,881.15 Lowest | 430 ₹66,677.09 |
| 1.00 | 5.2.1a:Tack Coat<br> 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. | 1,050 | sqm | 13.89 ₹14,584.5 Lowest | 16 ₹16,800 |
| 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) | 1,050 | sqm | 293.87 ₹3,08,563.5 Lowest | 350 ₹3,67,500 |
| 1.00 | OD2121/2026-2027:Scarifying the existing bituminous road surface to a depth of 150mm by mechanical
means -Scarifying the existing bituminous road surface to a depth of 150mm and re-compacting the
aggregate received from scarifying with static roller | 150 | sqm | 34.73 ₹5,209.5 Lowest | 38.2 ₹5,730 |
| 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) | 22.5 | cum | 9,037.74 ₹2,03,349.15 Lowest | 10,000 ₹2,25,000 |
Tender Value
₹6.2 L
EMD Value
₹15,417
Closing Date
9 Jul 2026, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, MADAVOOR GRAMA PANCHAYAT MADAVOOR- PALLICKAL P.O, THIRUVANATHAPURAM PIN 695602
Annual Plan-MADAVOOR GP 2026-27 -55/27 Improvement of Vilayil Vathukkal Ration Kada Road in ward 15-General Civil Work
2026_LSGD_858028_4
TN-01/AE/LSGD/MDR/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Madavoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,360
Yes
₹15,417
Yes
16 Sept 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 0.2 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> 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. | - | sqm | - | - |
| 1.003 | 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) | - | sqm | - | - |
| 1.004 | OD2121/2026-2027:Scarifying the existing bituminous road surface to a depth of 150mm by mechanical
means -Scarifying the existing bituminous road surface to a depth of 150mm and re-compacting the
aggregate received from scarifying with static roller | - | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1450535.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.16 MB
BOQ_1450535.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.99 MB
TENDERDOCUMENT_affidavit.pdf
Other Document • 0.18 MB
TENDERDOCUMENT_epaymentform.pdf
Other Document • 0.05 MB
TENDERDOCUMENT_FormOfTender.pdf
Other Document • 0.01 MB
TENDERDOCUMENT_integrity.pdf
Other Document • 0.17 MB
TENDERDOCUMENT_NITDeclaration.pdf
Other Document • 0.02 MB
TENDERDOCUMENT_PreliminaryAgreement.pdf
Other Document • 0.05 MB
time.pdf
PDF • 0.00 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 .