PROVN OF CRASH BARRIER AT VARIOUS LOCATIONS ALONGWITH PROVN OF DRAINAGE, COVERED SLAB SYS FOR DISPOSAL OF ANIMALS WASTE AND URINE INCLUDING 02 NOS SOAKWELL AT ANIMAL TRANSPORT DETACHMENT 852 AT COY ASC (GS MULES) TENGA UNDER GE 859 EWS

Amount

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for foundation and getting out in hard/dense soil complete all as specified and directed.

Returning filling in, including spreading leveling watering and well ramming in layers not exceeding 25 cm thick, in any type of soil complete all as specified and directed.

Removal of surplus soil of distance not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point complete all as specified and directed.

M&L for PCC 1:4:8 type D2(using 40mm graded aggregate)as in foundation filling and mass concrete complete as specified and directed.

M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate ) as in surface channel and drain wall finished even and fair including necessary form work complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter rough finished surfaces of concrete.

M&L for 15mm thick rendering in CM 1:4 on concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for 25 mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in sub base of flooring complete all as specified and directed.

S & F mild steel TMT bar 10 mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clip complete all as specified and directed.

M&L for providing pre-cast RCC (1:2:4) type B-1, using 20mm graded aggregates as in cover slabs of manholes and similar location including necessary formwork and set in CM (1:4) complete all as specified and as directed.

M&L for construction of 1.20m dia x 3.00m deep sokage well, excavation in hard/dense soil, foundation in PCC 1:3:6 type C-2, wells of honeycombed stone masonary wall, including PCC (1:2:4) type B-1 intercepting chamber, screen chamber and RCC (1:2:4) type B-1 cover slab including filling with brick bats etc complete all as specified and directed.

S&F metal beam crash barrier of thickness 2.5mm A.W. Beam made by cold roll forming process from Hot Rolled Coils/ sheet, Grade Fe 410 SAIL/TATA, thickness 2.5mm (within tolerance), depth of corrugation 85mm, width 320mm, length of W-Beam 4318mm, hot dip galvanised with zinc coating of 550 g/ sqm, Post channel made by cold roll forming process from hot rolled M.S sheet, Grade Fe 410 SAIL/TATA, size 150x75x75mm, length of space330mm, spacing 2000mm c/c, hot dip galvanised with zinc coating of 550g/sqm, fastners galvanised button head/ hex bolt, nut and washer, grade hot dip galvanising 4.6/8.8, weight 21-21.5 kg/mtr approx, button head bolt 16mm dia for splice joint and for connection, hexagonal head bolt 16mm dia for connecting spacer and post complete all as specified and directed.

Excavation in Post holes n.exc 0.50 cum each as in soft disintegrated rocks, getting out, returning filling and removing surplus earth/ rock etc complete all as specified and directed.

M&L for PCC 1:2:4 type B-2 using 40mm graded aggregate as in foundation filling or mass concrete including necessary formwork complete all as specified and directed.

M/S R N ENTERPRISES

PT constuction

M/S DK TRADERS

M/S YOGENDRA CONSTRUCTION CO

M/S SM ANSARI

M/S SUNRISE CONSTRUCTION AND CO

M/S ASHOK CONSTRUCTION