Loading…
Loading…
Tender Value
₹5.1 L
EMD Value
₹12,700
Closing Date
5 Jun 2026, 2:00 pmClosed
MARTINCHARLES,ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Section, Thillenkery Grama Panchayat
Retender project no 186/25-26 Machoormala quarry road retaring and other related works
2026_LSGD_852982_1
AE/LIDEW/TGP/26-27/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
Thillenkery Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,700
Yes
29 May 2026
29 May 2026
6 Jun 2026
29 May 2026
5 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring and other related works | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 1 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.006 | OD187131/2025-2026:Providing and erecting a &quot;W&quot; metal beam crash barrier comprising of 3
mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on
ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m
high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by
hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be
fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm
long complete as per clause 811.3 | - | 1 meter | - | - |
| 1.007 | OD212095/2025-2026: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&gt Nominal mix 1:3:6 Excluding form work | - | cum | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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 • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
preli.pdf
Tender Documents • 0.26 MB
sbd.pdf
Tender Documents • 0.97 MB
affid.pdf
Tender Documents • 0.24 MB
fot.pdf
Tender Documents • 0.25 MB
BOQ_1441393.xls
BOQ • 0.31 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 .