Construction of Hume pipe Covered Canal at 0.00 M to 110 M of DR-1 off taking from 8.65 km of U.S.L.M.C.

Earthwork in exaction of foundation treaches in ordinary soil (vide classification 0f soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ,ramming the foundation trenches removing the roots or shrubs etc. All complete as per specification and direction of E/I

Extra for earth work in hard soil(vide classification of soil item-B) all complete as per specification and direction of E/I

(c) Earthwork in excavation in ordinary rock or soft rock (where blasting is not needed)(vide classification of soil item-c) with initial lead of 10M and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. All complete as per specification and direction of E/I .

Providing coarse clean local sand in filling in foundation trenches including ramming, watering ,royalty complete job as per specification and direction of E/I

Providing and laying p.c.c. or R.c.c. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankment structures with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M.(2.5 to 3.0)washed and screened including necessary tools and plants, vibrating ,curing royalty and all taxes etc. Excluding cost of from work as well reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I

Providing rough dressed random rubble stone masonry in C.M.(1:4) in foundation with approved quality of coarse sand of requisite F.M(2.5 to 3.0) washed and screened with racking out joints to 12mm depth curing scaffolding and its removal wherever required including royalty and all etc. Complete job as per specification and direction of E/I.

Supply & Labour for laying, fitting and fixing NP3 hume pipe in line, level and grade as well providing approved jointing materials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I.(i) 1200 mm hume pipe NP3 (7.6.2.5& M -216) Pg 29

Providing rough dressed random rubble stone masonry in cement mortar (1:2) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3.00) washed and screened with raking out joints to 12 mm. depth,curing scaffolding and its removal wherever required including royalty etc. Complete job as per specification and direction 0f E/I (7.4.13)

Supply & Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150 M of work site and all lifts as per specification and direction of E/I (6.6.6 & M-003)

Providing shuttering including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I.

Providing 25mm thick cement plaster (1:4) with approved quality sand of requisite F.M (2.5 to 3.0) washed and screened and its removal, royalty etc. Complete job as specification and direction of E/I.

Providing 1.5 mm thick cement punning including curing etc. Complete job as per specification and direction of E/I.

Providing weep holes with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I.

Providing and laying P.C.C. or R.C.C.- M200 with nominal mix of (1:1½:3) in various components of canal or enhancement structure with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I.

Providing TMT bar reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I.

Carriage of material by mechanical means including loading unloading & stacking properly at site

Cement+ steel from Gumla to work site Lead 66km((66p+1k)

Sand from Safi river to work site lead 11KM (1K+9P+1K

Stone chips from Gumla to w/s lead 71Km (1k+69P+1K)

Stone boulder from Gumla to w/s lead 71Km(1k+69P+1k)

Local sand -3km lead

1200mm dia. NP3 H.P. from Ranchi to work site lead 161 (160P+1K)

PRAVIN KUMAR

M/S BIRANEE CONSTRUCTION

USMAN KHAN

LAADO BUILDERS AND DEVELOPERS PRIVATE LIMITED

RAJ NARAYAN