LOT-01 Restoration work of damaged causeway located at downstream of Dhukwa Weir

Amount

Earth Work in excavation for foundation in Mar, Kabar, Rankar & Kankar mixed soil including with disposal in 30 m lead and 1.50 maverage lift.

Laying of M-10 (1:3:6) cement concrete with stone ballast with Mechenical mixing & vibration,curing including all cost of material labour T&P etc complete the work. as per direction of Engineer-in -charge.

R.R. Khanda Stone Masonory in 1:3 CM including all cost of Material labour T&P etc Complete. as per direction of Engineer-in -charge.

Centring and shuttering for R.C.C. work including all cost of material labour T&P complete required for propar completion of work. as per direction of Engineer-in -charge.

Reinforcement for R.C.C. i/c Cutting, bending, binding and placing in position of reinforcement including cost of all material labour T&P etc. complete as per direction of Engineer-in -charge.

Laying of R.C.C. M-30 (1:1.077:3.151 as per design mix report) with all cost of material labour T&P etc complete the work as per direction of Engineer-in -charge.

S/ Laying 12.5 mm thick 1:4 cement plaster in 1:3 CM with all material labour T&P etc complete. as per direction of Engineer-in -charge.

Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shade. Including supply of all material labour T&P etc.required for proper completion of the work as per direction of Engineer-in -charge.

E/w in mar kaber Ranker and kanker Mixed soil in filling i/c lead up to 595 m. and lift 1.50 m with dressing and manual compection etc complete.

Supply & Laying Dry of Stone Bolder Pitching i/c cost of material labour T & P etc complete. as per direction of Engineer-in -charge.

6M Span over head cantilever structure wih 300 dia M S one vertical post. Supply fixing & eraction of built up cantilever structure 6 m span comprising of one vertical posts of 6.0 m height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom the horizontal truss shall comprise of 50 mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two cadts of synthetic enamel plant. including earth work in excavation 100 mm thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast RCC with and 1:2:4 cement coarse sand and 20 mm stone grit i/c Supply & Fixing of 25 mm dia foundation Bolts 600 mm long as per provision structure design i/c cost of reinforcement & shuttering the lateral vertical clearnces and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect proper completion of work as per direction of Engineer-in- charge. 802

Providing Laying a hot applied thermoplastic compound with 5 mm thick i/c reflecoring glass beads @ 500 gms per sqm area thickness of 5 mm exclusive of surface applied glass beads as per IRC-35-2015 the finished surface to be level,uniform & free from streaks & holes.

Reflective Raised Pavement Markers (Road Studs / Cat Kye) Supply and fixing of refilective pavement marker with its body surface made of tough ASA (Acrylic styrene Acryionitnte) of Hips or the marker shall supprted a load of 1335 kg tested in accrdance with ASTMD 4280 and its refliectve panels shall consist of number of lenses containing single or dual panmatic cubes of providing total internal reflection of light enterface retro refliecting surface shall preferably be with name trade mark or other means of road studs should not be less than 100 mm x100 mm x 100mm RPM (with Shank) As per ASTM

Filling Betumin sealing compounad for every groove 20x325 mm i/c all cost labour material & T&P etc.

M/S LODHI ENTERPRISES

MEGHENDRA PAL SINGH CONTRECTOR