Detailed survey, designing and drawing, Construction of Weir with allied works etc. all complete job for Weir of Arkosa and Adjoining villages Rural Water Supply.(2nd call)

Amount

Cutting of trees along with branches and their removal away from the work site and stacking the same as per specification and direction of E/I. (Measurement of girth at a height of one meter above ground level)

(a) Girth above 0.50 metres but up to 0.75 metres

Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including small roots and levelling etc. complete as per specification and direc-tion of E/I. (Specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of Engineer-in-chief, technical examination cell, Patna.)

Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil-item A) and disposal of excavated earth so obtained (50 M. away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I.

Extra for earth work in marshy soil, slush and daldal (Vide classification of soil item-F) and all complete as per specification and direction of E/I.

Earth work in excavation of foundation trenches as per designed section in ordinary rock or soft rock (Vide classification of soil item-C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. (soft rock where blasting is not required and approved by the concerned C.E.)

Earth work in filling foundation trenches or back filling of masonary structures with pervious soil in layers not exceeding 150 mm thick, well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150 m lead but upto 1/2 Km. with all lifts and carriage by truck including loading unloading, spreading, const-ruction and maintenance of haul road etc. as per specification and direction of E/I.

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

Providing shuttering, including strutting, proping etc. and its removal after use in various components of canal structures or embankment structures as per specification and direction of E/I.

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

12 mm TMT Fe 500

Providing weep hole 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.

Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty etc. as per specification and direction of E/I.

Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Supplying and laying gravel filter (Size 5 mm to 15 mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I.

Dewatering the excavated trenches and pools of water in the building trenches/ pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel etc Complete)

Supply of MS sheet piles (ISPS 1421 Z) with wastage and C.P. 400x185x8mm

Driving M.S. sheet piles (manually/mecha-nically) by hammer and/or monkey includ-ing drlling holes and welding of piles as necessary and cutting sheet piles accord-ing to requirement at site staging, scaffold-ing, supply of all equipments including carriage of equipments upto work site by truck, carts and head load etc. as per specification and direction of E/I. but the excluding the cost of sheet pile including two coats of paint etc. all complete.

400 mm inner dia wide opening M.S. Pipe (10 mm thick) including carriage

Mild Steel High Pressure Ductile Iron Sluice Valves (400 mm dia) without bypass arrangement PN- 1

Providing and laying P.C.C. or R.C.C. (M-75) with nominal mix of (1:4:8) in various components of barrage foundation with approved quality of 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 excluding cost of shuttering or form work as well as of reinfocement, its cutting, bending, bind-ing and placing but including necessary tools and plants, vibrating, curing, royalty etc. 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 superstructure of various components of canal or embankment structure with approved quality of 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 etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing 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 components of canal or embankment structure with approved quality of 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 etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing complete job as per specification and direction of E/I.

Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:11/2:3) in superstructure of various components of canal or embankment structure with approved quality of 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 etc. excluding cost of form work as well reinfocement, its cutting, bending, binding and placing complete job as per specification and direction of E/I.

Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty all complete job as per specification and direction of E/I.

Carriage of Materials

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Boulder 11 KM lead

Add GST @ 18%

Add Labourcess @ 1%