Extension of parking area and yard concreting at ChalilGopalappetta side of Thalai FH in Kannur District

Amount

FOUNDATION AND SIDE PROTECTION

2.6.1 : 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.All kinds of soil

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

16.95 : Providing & making Gabion structure with Mechanically Woven Double TwistedHexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitionsat every 1m interval and shall have minimum 10 numbers of openings per meter ofmesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),supplied @3% by weight of Gabion boxes, filled with boulders with least dimensionof 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

PARKING AREA

2.3.2.A : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>

3.19.2 : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

3.17 : Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>

12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.G.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

13.5.B : Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m

od8975/2020_2021 : Laying of a woven synthetic geotextile filter behind dry rubble wall to prevent escape of the embankment material through the voids of the stone wall /cement concrete blocks as well as to allow free movement of water without creating any uplift head on the wall. OD 15.6 MORTH

P MANOHARAN

KP RADHAKRISHNAN

ABDULLA SUNAIFE C A

Ajeendran Alakkandy

K. P. BIJU

NITHIN PURUSHOTHAMAN

T.M IBRAHIM

VINEEP M

P MOHAMMED SHABEEL

RAHMATH

Abdul Hameed NK

Bidder Name

P MANOHARAN

Abdul Hameed NK

KP RADHAKRISHNAN

NITHIN PURUSHOTHAMAN

T.M IBRAHIM

P MOHAMMED SHABEEL

Ajeendran Alakkandy

VINEEP M

RAHMATH

K. P. BIJU

ABDULLA SUNAIFE C A

MOHAMMED ASHIK A P