PROVN OF OVERHEAD SHED FOR FOL DUMP AT MIL STN NABHA UNDER GE (SOUTH) PATIALA

Amount

Surface dressing not exc 15 cm deep in soft/loose soil complete all as specified and directed by Engr-in-Charge.

Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc complete all as specified and directed by Engr-in-Charge.

M&L cement concrete in foundation type B 2, 1:2:4 ( 40 mm graded stone aggregate) as in filling and mass concrete complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:4:8, type D-2 using 40mm graded stone aggregate, as in foundation etc. complete all as specified and directed by Engr-in-Charge.

M&L for Brick work, with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, using old size bricks complete all as specified and directed by Engr-in-Charge.

15mm thick cement plastering on brick or concrete surfaces of wall in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for Preparation of new plastered or unplastered surfaces of walls and applying two coat of cement base paint over a coat of white wash complete all as specified and directed by Engr-in-Charge.

S & F for pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed to self tapping screws complete all as specified and directed by Engr-in-Charge.

S&F pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/clading to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.

M&L for rectangle / Squar /circular hollow section as in main and cross beams, hip and jack rafters purlins, where connected to common rafters and running rails and guides for structural purpose, fixed with angle cleats or other connecting plates to Grade YST 310 complete all as specified and directed by Engr-in-Charge. NOTE : (The rates shall inclusive of getting the truss designed by Thapar Engineering College, Patiala) or any Government approved college . The Contractor shall get the truses designed from Thapar Engr College, Patiala based on the span of 10 m and shall provide the design calculations done by the Engg College.

S&F mild steel 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 complete all as specified and directed by Engr-in-Charge.

M& L for Preparation new steel surfaces of any description not otherwise described over 10cm width or grith and applying two coats of synthetic enamel paint over one coat of red oxide as in primer complete all as specified and directed by Engr-in-Charge.

M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed by Engr-in-Charge.

M&L for Machine pressed precast concrete inter locking paver block any shape and size made of M-35 grade concrete (with grey cement and no pigment) of 60mm thickness with 6mm top layer of anti abrasive material laid over 25mm thick (compacted) fine sieved sand complete all as specified and directed by Engr-in-Charge.

LM CONSTRUCTIONS

NARINDER KUMAR SONS

KG BUILDERS

M/s R.N Construction Co.