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Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
2 Jul 2026, 12:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
AE LSGD SECTION
AE LSGD SECTION PUTHUR
CMLRRP-CMLRRP 2-2025-26 OLLUR LAC -8-Cherukkunu Kairali Road in Puthur GP-Ollukkara BP-THRISSUR--Puthur GP-General Civil Work
2026_LSGD_857219_1
08/CMLRRP2.0/AE/LSGD/PTR/26-27
Open Tender
Civil Works - Roads
240 days
PUTHUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
24 Jun 2026
24 Jun 2026
3 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Cherukkunu Kairali Road | ||||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD30802/2026-2027:Supplying and fixing 18 mm thick Granite Nameboard of any colour including
,Lettering, Labour for fixing ,carriage etc, complete. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD30803/2026-2027:Printing New Letters and Figures of any Shade - Printing new letter and figures of
any shade with synthetic enamel paint white colour to give an even shade as per
drawings and Technical Specification Clause 1701 - Malayalam (Matras commas
and the like not to be measured and paid for. Half letters shall be counted as half
only) (Modified 10.1.1) | - | cm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 1 | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD40785/2026-2027:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
overaluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats ofepoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 2SIDE PROTECTION | ||||||
| 2.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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