Loading…
Loading…
Tender Value
₹17.8 L
EMD Value
₹44,456
Closing Date
15 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER
L.S.G.D DIVISION DISTRICT PANCHAYATH THRISSUR
144295 LAC-ADS-Kunnamkulam LA, 2025-26, Kunnamkulam Muncipality, Construction of Kakki thuruth Bund Road, Kunnamkulam Muncipality,-In Kunnamkulam Muncipality- General Civil Work
2026_LSGD_853310_12
TN 1/26-27
Open Tender
Civil Works - Roads
365 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹44,456
Yes
30 May 2026
30 May 2026
17 Jun 2026
30 May 2026
15 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Renovation of road | ||||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD423139/2025-2026:Filling with Quarry muck - Filling up low lying and water logged areas with local material / quarry muck ,spreading in layers ,levelling the top at side and consolidation by ramming etc complete for improving the CBR value of subgrade | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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) | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD506317/2025-2026:Supplying and fixing 18 mm thick Granite Nameboard of any colour including ,Lettering,Labour for fixing ,carriage etc,complete. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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 • 1.03 MB
NIT144295.pdf
Tender Documents • 0.02 MB
SBD144295.pdf
Tender Documents • 2.29 MB
BOQ_1442182.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid