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Tender Value
₹8.2 L
EMD Value
₹20,529
Closing Date
9 Oct 2026, 4:00 pm
Smitha MR
Assistant engineer LID and EW subdivision Malampuzha BP
Theyyamkunnam Unnathi Samagravikasanam in kodumbu GP
2026_LSGD_873966_13
ET1/AE/LSGD/MBP/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Kodumbu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,815
Yes
₹20,529
Yes
30 Sept 2026
30 Sept 2026
12 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 18 | cum | - | - |
| 1.002 | 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 | 3.75 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 13.65 | cum | - | - |
| 1.004 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.11 | tonne | - | - |
| 1.005 | 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 | 33.66 | cum | - | - |
| 1.006 | OD149975/2026-2027:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 | 13.47 | cum | - | - |
| 1.007 | 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) | 41.46 | cum | - | - |
| 1.008 | OD211903/2026-2027:Supplying and installation of delineator (Road way indicators)posts 80-100cm high aboveground level painte black and white in 15cm wide stripes,fitted with min.80*100mm rectangular or 75mm dia circular retro reflectorizes panels at the top with minimm visibility of 300m with provisions toprevent edge lifting and vandalisam and conforming to clause 806,IRC -79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) | 10 | 1 nos | - | - |
| 1.009 | OD212135/2026-2027:Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size
90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour and size, fixing the post inground with CC etc complete | 1 | 1 nos | - | - |
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