Annual Plan-KOODALI GRAMAPANCHAYTH 2024-25 KOODALI GRAMAPANCHAYTH 2024-25 KODOLIPRAM PALAKKEEL ROAD CONCRETING PROJECT NO-279/25-General Civil Work

Amount

Concreting and side protection from ch 0/00 to 0/051.20km and ch 0/121.40 to 0/165.40km

2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls

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

OD130521/2024-2025:Laterate masonry Departmental with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2)

OD130494/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2)

OD130495/2024-2025:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. Modified 3.1(material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted.)

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. (ii) Using Gravel mix soil.

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)

OD88387/2024-2025:Supplying and fitting name boards of size 60 cm x 40 cm. made with G I plain sheets 1.00 mm thick (class IIII ) fitted with 25 X25 x 1.2 mm m s angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 1Nos. 25 mm dia GI pipe vertically 90 cm above from ground level and fixing , 20cm X20cm X 40 cm. including lettering cost and conveyance of all materials all labour charges, fabricating etc. complete.

Ajith V K

Bidder Name

Mahesh P P

Ajith V K