CWE/FZR- /2020-21 Provn of hard standing with over head covered shed at Amn bulk breaking PT at FAD Baddowal under GE Ludhiana

Amount

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil, complete all as specified and directed

M&L Cement concrete (1:2:4) type B-1 (20 mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified.

S&F Mild Steel Rolled sections as in main and cross beam, hip and jack rafters, purlins where connected to common rafter and running rails and guides for sliding door fixed with angle cleats or other connecting plates of Fe 410-W(Gde-E- 250) quality-A etc, complete all as specified.

M & L Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections of Fe 410-W(Gde-E- 250) quality-A etc complete all as specified.

S&F pre- painted 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.

M&L Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep, and getting out in soft/loose soil, complete all as specified.

Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep, not exc. 10 Sqm on plan and getting out complete all as specified.

M&L for cement concrete 1:5:10 type E-2 (40mm graded aggregate) as in foundation filling and mass concrete, including necessary formwork, complete all as specified.

M&L for Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius, complete all as specified.

Returning, filling in, earth including spreading, leveling watering and well ramming in layers each not exceeding 25cm thick each layer, complete all as specified.

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

M&L for 150 mm thick (compacted average thickness) of WBM with using lime stone, sand stone or quartzite coarse aggregates in two layers of grading 2 (63 to 40mm size) (75mm each layer compacted thickness) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified.

M&L for 100mm thick, cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base, complete all as specified and directed

M&L for plain cement concrete design mix M-20, type A-1 (20 mm graded aggregate) as in hardstanding/pavement with conslidated thickness of 150mm and placed in panels n.exc 4.00 sqm each, including necessary formwork, surfaces finished even and fair without using extra cement, complete all as specified and directed.

M&L for Forming Contraction (Dummy) with machenical diamond cutter to make the line straight, of joints 50mm deep x 10mm wide, filled with sealing compound of grade 'B', complete all as specified and directed

M&L for Forming 12 mm thick expansion joints with machenical diamond cutter filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’, for slab thickness of 150mm, complete all as specified and directed

M&L finishing surface of concrete roads, pavements, hardstanding by brooming with steel broom not less than 45cm wide where concrete is green, complete all as specified and directed

M/S Yashpaul Gulati

A K BANSAL AND CO

M/s R.N Construction Co.