Peeraykkonam Pathinazhimoola Road Construction in Ottashekharamangalam GP

Amount

Side wall Foundation

2.7.3 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited

60.5.1 : DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete

Side wall & Footpath

11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20

3.9.2.A : Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5(A)Manual Means

13.8a : Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

od785054/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared subgrade /&lt;br&gt;sub base,with 43 gradecement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine&lt;br&gt;aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a&lt;br&gt;concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix&lt;br&gt;design,laid in approved fixed sideformwork(steel channel, wedges,steel plates including levelling the&lt;br&gt;formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle vibrators&lt;br&gt;and finished in continuous operation including provision of contractionand expansion ,construction joints,&lt;br&gt;curing of concrete slabs for 14 days with water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501

od785061/2020_2021 : Supplying and fixing nameboard of size 75x60cm installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as direction of deptl officers at site

CHANDRAN C

Bidder Name

MOHANAKUMAR.G

CHANDRAN C