GE(W)/HSR-10/2023-24 PROVN OF COVERED SHED AT CSD DEPOT HISAR AT HISAR MIL STN UNDER GE (W) HISAR

Amount

Surface excavating over n exc 30 cm deep and averaging 15 cm deep and getting out in loose / soft soil complete all as specified and directed.

Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc or for shafts wells, cesspits, manholes, pier holes etc not exceeding 10 sqm area on plan and not exceeding 1.5 meter in depth and getting out in complete all as specified and directed.

M&L PCC (1:2:4) type B-2 using 40mm graded stone aggregate in foundation/ filling and mass concrete complete all as specified and directed.

M&L brick work using sub class 'B' bricks (old size) straight or curved on plan exceeding 6 meter mean radius built in CM 1:6 complete all as specified and directed.

M&L for hard core of broken stone of gauge exe 63mm deposited spread and leveled in layers not exc 15 cm thick watered and rammed to a true surface complete all as specified and directed.

M&L for 75mm thick PCC 1:3:6 type C-2 (using 20 mm graded crushed stone aggregate) as in plinth protection including mastic filling in joints complete all as specified and directed.

Plain cement concrete, 1:4:8, type D2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed.

M&L for 100mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) laid in alternate panels not exceeding 3Mx3M, finished even and fair finished, including Forming 12mm thick expension joints filed with pre-formed bituminous fillar and top 30mm primed and sealed compound, grade 'A' as in top flooring over 150mm thick (consolidated thickness) hard core of broken stones blended with finer material rammed properly (to be measure and paid in respective item) complete all as specified and directed.

Returning filling including ramming in layer not exe 25 cm thick in each layer watered & well rammed to true surface complete all as specified and directed.

Removing excavated materials to a distance exc 250m but not exc 500M and depositing where directed at a level not exc 1.5m above the stating point in soils complete all as specified and directed.

M&L for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates Fe- 290 (Gde E-165) complete all as specified and directed.

M&L MS plates plain Square cut forming holes without any attachment conforming to Fe 410-0 complete all as specified and directed.

S&F mild steel flat iron 30x5mm as in wind tie complete all as specified and directed.

S&F mild steel bolts purpose made hexagonal or squire head one and not exc 5cm long dia meter of shake 16 to 20 mm complete all as specified and directed.

S&F mild steel bolts purpose made hexagonal or squire head one and not exc 15cm long and not exc 22.50 cm long and dia meter of shake 16 to 20 mm complete all as specified and directed.

M&L for prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.

M&L for prepainted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.

M&L for preparation of new steel surfaces of any description exc 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified and directed.

M&L for rendering 15mm thick in CM 1:4 on stone/brick/concrete masonry surfaces with using integral water proofing compound finished even and smooth without using extra cement complete all as specified and directed.

M&L two coat of cement base paint on new surfaces of walls including preparation of surfaces complete all as specified and directed.

M&L of mild steel sheet eaves gutter of thickness 1.25mm and dia 100mm, galvanised class 3 half round with rounded edges complete all as specified and directed.

S&F 110mm dia PVC rain water pipe single socketed with rubber joint, jointed with solvent joint fixed to wall incl all necessary fittments and accorries complete all as specified and directed.

S K BUILDERS

M/S RR ENGINEERING CO

M/S D.N Choudhary

Puja Traders

M/S RAJINDER SINGH

J V BUILDER AND UTILITIES

m/s krishna engineers1

M/S KAVITA CONSTRUCTION

M/s Rao Constructions, 1173 Urban Estate-II, Hisar