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Tender Value
₹5.1 L
EMD Value
₹12,700
Closing Date
5 Jun 2026, 2:00 pmDue today
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
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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 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 | - | - | BI01010001010000000000000515BI0100001122 |
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