PROVN OF COVERED SHED AND PATHWAY IN FRONT OF BLDG T-7, T-10, T-13, T-21,T-36 AND T-64 IN CERTAIN AREA OF MIL STN JAISALMER UNDER GE (A) JAISALMER

Amount

Excavation 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 exc 25 cm watering , and removing surplus soil to a distance n exc 50 m and making good surface in Hard Dense soil .

M&L for PCC 1:2:4 type B2 (using 40 mm graded stone aggregete) as in foundation, filling and mass concrete all as specified and directed by Engineer Incharge

M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in copings incl weathering slightly rounded chamfered angles throating including form work complete.

S & F for framed work framed trusses purlins, rafter, rails, column, fastenings and heavy bracket framing (Beam,Tee,channel, flat section) confirming to Fe 410-W (Gde-E-250) quality B including distance pieces, cleats, hooks etc complete.

M&L Preparation of new or previously untreated surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

M&L Preparation of new or previously untreated surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

Surface Excavation in n.exc 30 cm deep and averaging 15 cm deep and getting out in Soft Disintegrated rock

Removing excavated materials to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed.

M&L for Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface Soling of broken boulders or quarried stone all as specified and directed.

M&L for 75 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing & finished the surface even & fair all as specified.

M& Lfor Rubber Molded Machine pressed precast concrete interlocking paver block with grey cement and pigments any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade over 25mm thick sand layer all as directed by Engineer - in - charge

Excavation in trenches nexc 1.5m wide and nexc 1.5m in depth for foundation etc and getting out in hard dense soil complete all as directed.

M&L for PCC (1:4:8) type D-2 using 40mm grade stone aggregate in foundation of pole all as specified & directed by engr-in-charge

M &L Squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6

M&L for PCC 1:2:4 type B1 ( using 20 mm graded stone aggregate) as in coping, benching including necessary form work and finishing cement concrete surface even and smooth with using extra cement complete all as directed.

Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm each soil

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:6) and finished the surfaces even and fair complete all as specified and directed.

M&L for preparing new plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant paint complete all as specified and as directed by Engineer Incharge.

S&F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified.

S&F Plain, galvanised, mild steel sheeting 0.63mm thick, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed by Engr-in-charge

OM SREE MAHADEV TRADERS

M/S SHRI HARI CONSTRUCTION COMPANY

S R ENTERPRISES

Dadhich Engineers