Periyarvally Canal Kottambillykudy Road in ward No-11

Amount

Road concreting

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

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

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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

OD43053/2022-2023:Quarry muck filling up low laying water loged areas with quarrymuck spread ing in layers levelling the top at site and consolodated by ramming etc. complete.

OD92843/2022-2023:od1272281/2021_2022 :Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1

Board

OD201007/2022-2023:Providing Name Board of average size 90 cm X 60 cm fixing with 50 mm GI Pipe post including bottom concreting, painting, lettering etc. complete as detailed below : Earth work excavation in all classes of soil PCC 1:4:8 10 cm thick bottom pedestal of size 30 cm X 30 cm X 45 cm with CC 1:2:4 50 mm GI pipe as main post of average length 145 cm, support strut with 25 mm GI pipe 2 nos. 50 cm, 1 mm thick MS sheet board of frame with 40mm x 40 mm x 6 mm angle iron and 3 mm thick MS Gusset plates at junction, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.

P V OUSEPH

C T KORAH

P O JOSE

Bidder Name

P V OUSEPH

P O JOSE

C T KORAH

ARUN P G