PROVN OF TWO WHEELER PARKING SHED IN FRONT OF OR MD ACCN BLOCK NO P-81 (OR-21/1 TO 08) BLOCK NO P-62(OR-3/1 TO 08) AND BLOCK NO P-64 (OR-5/1 TO 04) IN ZONE E AT MIL STN AGARTALA

Amount

Schedule'A' Part-I: B&R works

Surface excavation n.exc 30 cm deep and averaging 15 cm deep

Excavation in trenches n.exc 1.5 M wide and n.exc 1.5m deep as in soft/loose soil for foundation etc or for shaft walls, cesspit, manhole etc n.exc 10Sqm on plan and n exc 1.5 m depth and getting out.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point

M & L for broken brick aggregate hard core of gauge not exec 63 mm deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to true surface all as specified and directed by Engr-in-charge.

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

M & L 75mm thick PCC 1:3:6 type C-2 ( 40mm graded aggregate) thick as in Path & plinth protection & finishing the surface even & fair whtiout using extra cement complete all as specified and directed.

M&L for 25 mm thick PCC 1:2:4 Type B-1 using 20 mm graded stone aggregate 25 mm thick and the surface is finished rough to receive the topping layer.

M&L for 15 mm thick cement plaster in CM 1:4 as on fair faces brick work or concrete surfaces mixed with water proofing compound complete all as specified and directed . Note: WPC shall be measured and paid separately in respective item.

Supply of Liquid water proofing compound : Make Dr fixed ( as per manufacturers & Instructions).

Excavating post holes (or similar holes) each n.exc 0.5 cum getting out, returning filling and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance n.exc 50m making gd surface soft/loose soil surface all as specified and directed.

M&L for cement concrete Type C2 1:3:6 ( 40mm graded aggregate ) in foundations, filling and mass concrete all as specified and directed.

S&F for rolled mild steel in joist channel angle or Tee section fixed independently without connecting plates etc confirming to Fe-410-W(Gde-E-250) quality-B of all specified and directed.

S&F for rolled mild steel 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 confirming to Fe-410-W(Gde-E-250) quality-B of all specified and directed.

M&L for 2 coats of synthetic enamel paint over coat of red oxide zinc chrome on steel surfaces over 10cm width or girth including preparation of new surfaces.

Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering, fixed with self tapping screws as specified.

NOTES :- 1. The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum. 2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule A notes for details.

M/S SWAPAN DEBNATH

SHRI RAJESH DEY

Pranjit kar

M/S PRITAM ENTERPRISES