Protection work of C.D work at 11.92 km of U.S.L.M.C

Earthwork in excavation of foundation trenches in ordinary soil (vide ckassification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including lavelling ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (7.1.27)

Extra for earth work in hard soil (vide classification of soil item-B) all complete as per specification and direction of E/I. (7.1.10)

Providing coarse clean local sand filling in foundation trenches including ramming watering royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37)

Providing and laying P.C.C M-100 nominal mix of (1:3:6) in foundation of various component of canal or embankment structures with approved quality if 40 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 including necessary tools and plants vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting bending binding and placing complete job as per specification and direction of E/I. (7.3.3)

Labour charges For pitching on apron slope of bank with stone boulders dully packed (uncreted) complete job as per specification and direction of E/I. (6.6.6)

Supply of cost of stone boulder for for pitching works etc. at quarry site washed and screened size 225 mm to 300 mm and weight 40 kg to 54.40 kg inclusive of all taxes and royalty ( page no -17, item no m003 )

Providing rough dressed random rubble stone masonary 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 12 mm depth curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (7.4.10)

Providing rough dressed random rubble stone masonary in C.M (1:4) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screened with racking out joints to 12 mm depth curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (7.4.13)

Providing and laying P.C.C M-150 with nominal mix of (1:2:4) in superstructure of various component of canal do- complete job as per specification and direction of E/I. (7.3.14)

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18)

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 30M nad lift of 1.5M complete job as per specification and direction of E/I. (7.1.31)

Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6)

Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 m and lift of 1.5 M , including the cost of formation of sub grade of canal lining , profiling , levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per specification and direction of E/I. (7.1.21)

E/W in flood embankment ,canal banks as well as special repair of embankment in canlal bank in grade A & B types of soil (vide soil - A & B ) in proper profile excavation by hydraulic m/c and carraige by tipper , truck obtained from barrow area or any other sources free from logs , roots or any other ingredients with all lift including breaking clods etc. all complete as per specification and direction of E/I. (7.1.26.1)

Lead beyond 150 m upto 500 m

Watering and consolidation of earth laid in 150 mm to 225 mm layersby manual with C.I hammer to achive minimum 85% of maximum dry density -- do -- do -- all complete job as per specification and direction of E/I. (7.1.38)

Providing compected 150 mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand including ramming watering royalty and all other taxes complete job as per specification and direction of E/I. (7.2.1B)

Providing 100 mm thick R.C.C P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips ( 20 mmand down ) and coarse clean sand of approved quality of requared F.M. (2.5 to 3.0) in side and bottom curved portion of canal in panel with contruction joint including cost of form work and its removal , curing , royality complete job as per specification and direction of E/I. (7.2.19.1)

Providing TMTbar reinforcement (tor steel)` -do- as per specification and direction of E/I (7.3.22a)

(a)12 mm dia bar

(b)10 mm dia bar

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

Cement - from Gumla to work site

Lead - 73 km (70P+3K)

Sand - from Safi river to work site

Lead - 21 km (1K+17P+3K)

Stone Metal from Manjhatoli to work site

Lead - 56 km (1K+52P+3K)

Stone chips from Gumla to work site

Lead - 74 km (1K+70P+3K)

Stone Boulder from masonary work from Manjhatoli to work site.

Lead - 56 km (1K+52P+3K)

TMT bar

M/S UDAY CONSTRUCTION

PRAVIN KUMAR

PANKAJ KUMAR

SURAJ ENGICON PRIVATE LIMITED

M/S BIRANEE CONSTRUCTION

LAADO BUILDERS AND DEVELOPERS PRIVATE LIMITED

RAJ NARAYAN