GENERAL-Costruction of Retaining Wall- Costruction of Retaining Wall at Km 134/100 of of Kozhikkode Palakkad NH 966-General Civil Work-1

Amount

Retaining Wall

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

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

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

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

OD45393/2021-2022:WEEP HOLES: Providing weep holes using 75mm dia pipes working pressure 4kg/sq.cm including cost of material, conveyance,labourcharge etc, complete

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

OD56887/2021-2022:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3

OD57022/2021-2022:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

4.2.A.3:Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) - For grading - III Material Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401.

2.3.1.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 In area of light jungle - By Manual Means

R.SREEJITH

K K CONSTRUCTIONS

Abdul Gafoor K

MOHAMMED SHUHAIL B A

MOHAMMED KAYANIKKARA

MOHAMMAD ALI K

muralikrishnan

P.SURESH KUMAR

sirly jose

Bidder Name

Abdul Gafoor K

K M Lukose

R.SREEJITH

sirly jose

MOHAMMAD ALI K

muralikrishnan

MOHAMMED KAYANIKKARA

P.SURESH KUMAR

K K CONSTRUCTIONS

MOHAMMED SHUHAIL B A