Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹14.0 L
EMD Value
₹34,956
Closing Date
26 Oct 2026, 3:00 pm7d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Assistant Engineer
Office of the Asst Engineer, LID and EW Section, Kizhakkambalam
RETENDER- CMLRRP-CMLRRP 2.0 - 2024-25 - KUNNATHUNAD LAC-SL3673 -KUMMANOD CHOORAKKODE CANAL BUND LINK ROAD - KIZHAKKAMBALAM GP - VAZHAKKULAM BP - ERNAKULAM DP
2026_LSGD_879004_26
ET2/AE/LIDEW/KBLM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kizhakkambalam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹34,956
15 Oct 2026
15 Oct 2026
28 Oct 2026
15 Oct 2026
26 Oct 2026
15 Oct 2026
15 Oct 2026 - 26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 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. | 107.4 | sqm | - | - |
| 1.002 | 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. | 2,446.75 | sqm | - | - |
| 1.003 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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. Case - I By Manual Means (II) Bitumen (S-65) | 2,446.75 | sqm | - | - |
| 1.004 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | 2,446.75 | sqm | - | - |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 11.68 | cum | - | - |
| 1.006 | 11.4.1.1: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 | 7.01 | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 49.95 | cum | - | - |
| 1.008 | OD278617/2025-2026:Providing and erecting direction and place identification retro-reflectorised sign with 7 yearswarranty as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frame of MS 40x40x6mm and supported on 2 inch dia GI Pipe pole 50mm NB-2 nos conforming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 400 x 400 x 600 mm, 600 mm below ground level including painting all exposed surface with two coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering and symbols etc (Derived from MoRD spec 10.3.A.2 | 0.9 | sqm | - | - |
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 • 0.27 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
CMLRRPAFFIDAVIT.pdf
Tender Documents • 0.23 MB
CMLRRPFOT.pdf
Tender Documents • 0.24 MB
BOQ_1494904.xls
BOQ • 0.30 MB
CMLRRPPAGREE.pdf
Tender Documents • 0.25 MB
SBDCMLRRP.pdf
Tender Documents • 2.30 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 .