PROVISION OF RETAINING WALL AND PROVISION OF COVERED SHED FOR PARKING OF VEHICLES AT JOSHIMATH UNDER GE 871 EWS

Amount

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

M&L PCC 1:3:6 type C2 (40 mm graded stone aggregate) as in Post holes/ foundations, filling and mass concrete etc complete all as specified and directed.

M&L Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161- 1979 grade St.-240 complete all as specified and directed.

S&F Band,strap supports,clamp hold fasts plain MS sheet and angle cleats for securing purlins/rafter and similar small articles confirming to FE-290 Grade E-165 complete all as specified and directed.

S&F Mild steel screw bolts (machine made) 16mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 60cm long complete all as specified and directed.

S&F Pre-painted galvanlume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering,fixed with self tapping screws etc complete all as specified and directed.

S&F Pre-painted galvanlume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridge of roof covering, fixed with self tapping screws complete all as specifierd and directed.

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

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed.

M&L for PCC 100mm thick,1:4:8 type D2,using 40 mm graded stone aggregates as in sub base of flooring complete all as specified and directed.

M&L Pre cast cement concrete solid block masonry 1:3:6 type C-1(using 20mm graded stone aggregate)with solid block exc 10cm in width setting in CM 1:6 etc complete all as specified and directed.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement omplete all as specified and directed.

M&L Preparation of new plastered surfaces of walls etc. and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.

M&L for Sand cushioning for laying interlocking tiles complete all as specified and directed.

S&F 110 mm dia PVC(SWR)pipes single socketed fixed in walls and floors or trenches etc as in weep holes complete all as specified and directed.

M&L for PCC 1:2:4 type B-1(using 20mm graded stone aggregates) as in coping/benching including formwork complete all as specified and directed.

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

Excavation over areas n.exc 1.5 m deep and getting out hard/dense soil complete all as specified and directed.

M&L PCC 1:4:8 type D2, using 40mm graded stone aggregate as in Cement concret in foundations, filling and mass concrete complete all as specified.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

M&L Extra over stone walling for hammer dressing to face stones and dressings of face bed & joints with maximum depression on face from straight edge held against the dressed surface n.exc 40 mm; to random rubble masonry for lime/sand stone complete all as specified and directed.

M&L for raised pointing in CM 1:3 to random or polygonal rubble uncoursed or brought upto course complete all as specified and directed.

M&L for Hand packing broken stones or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed in hard dense soil.

M&L for Hard Core (Broken stone /boulders) , broken to gauge n exc 63 mm,deposited ,spread and levelled in layers n.exc 15 CM thick , watered and ramming to a true surfaces complete all as specified and directed.

M&L for PCC 1:2:4 type B1, using 20mm graded stone aggregate as in flooring finished surface even and fair without using extra cement all as specified and directed by Engineer-in-Charge.

MS NANDAN SINGH FARSWAN

M/S Sanjay Enterprises

devendra lal contactor

Ram Naresh Singh Sikarwar