PROVN OF RETAINING WALL AT REAR OF PERS CK HOUSE AND DINING HALL OF MH SHIMLA AT JUTOGH CANTT AND PROVN OF SHED FOR REPAIR OF UNSERVICEABLE FURNITURE AT JUTOGH

Amount

Excavation over area not exc 1.5m deep and getting out in hard/dense soil, comlete all as specified and directed.

Excavation in trenches not exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc, or for shafts, wells, cesspits manholes, pier holes etc ne exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and as directed.

M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation fillings and mass concrete complete all as specified and directed.

M&L walling of random rubble, masnory uncoursed, well boned , bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed.

M&L for precast cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggreate, as in bond stone for randome rubble masonry set in CM 1:6, including necessary form work complete all as specified & directed.

M&L for PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, retaining wall and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work complete all as specified and directed

Returning , filling in spreading and levelling and well ramming in layers not exc 25cm including watering complete all as specified and as directed.

Removing of excavated material (soils, etc) outside MoD land and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and as directed.

S&F PVC (SWR) pipes, 110mm dia single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed

M & L for raised pointing to random or polygonal rubble uncoursed or brought upto course stone masonry in CM (1:4) includng raking out existing pointing complete all as specified and directed.

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

M&L for RCC 1:1.5:3 type A-1 using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls, and the like; any thickness above top of footing including attached pilasters and buttresses complete all as specified and directed.

M&L for form work to edges of concrete flats, treads, breaks in floor & roofs,concrete railings, n.exc 20 cm wide horizontal or sloping and similar works exc 10 cm but n.exc 20 cm wide, rough finished surfaces of concrete complete all as specified and directed.

M&L for TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending, hooking including binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for TMT bars 6 to 8mm dia, cut to length, bent to shape required including cranking, bending, hooking including binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

S&F reinforced concrete pipes of 300mm bore class NP-2 laid and jointed with one collar per length of pipe complete all as specified and directed

M&L for concrete bed to drain pipes of 300mm bore, in PCC 1:4:8, type D-2, using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M & L for brick work with old size kiln burnt sub class 'B' bricks, straight or curved on plan exc 6 m in mean radius, built in CM 1:4 complete all as specified and directed.

M & L for rendering 15mm thick in CM 1:4 on fair faces of brick work or stone or concrete surfaces, finishing surface even and fair complete all as specified and directed

M&L for 100mm thick PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in sub base under floors, finished even and fair to receive top finish complete all as specified and directed.

M&L for 100mm thick, PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in flooring finishing surface even and smooth without using extra cement complete all as specified and directed

Excavating in post holes in hard/dense soil (or similar holes) each n. exc 0.50 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25cm, watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed.

Excavation in trenches, n. exc. 1.5 m wide and n.exc 1.5 m in depth, for foundation, etc or for shaft, well, cesspit, manhole, pier holes etc.n. exc. 10 sq m on plan and n. exc. 1.5 m in depth and getting out soft/disintregated rock complete all as specified and directed.

M & L for brick work with old size kiln burnt sub class 'B' bricks, straight or curved on plan exc 6 m in mean radius, built in CM 1:6 complete all as specified and directed.

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

M & L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation fillings and mass concrete complete all as specified and directed.

M&L for 75mm thick, PCC 1:3:6 type C-2, using 40mm graded crushed stone aggregate as in sub base, complete all as specified and directed

M&L for 40mm thick, PCC, 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in flooring finished the surface even and smooth with using extra cement including glass dividing strips 3mm thick and 38mm wide complete all as specified and directed.

S & F structrual steel rolled sections as in main and cross beams, hip and jack rafters; purlins, post, gusset plate, (angle, channel, beam, flat, tubes) where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe-410W ( Gde E-250) Quality B, complete all as specified and directed.

S&F for 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 and directed

S&F for pre- painted galvalume aluminum zinc coating GI based plain 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 and directed

M & L for applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description, over 10Cm width or girth including preparation of new steel or steel based surfaces, complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with PVC clamp and holder bats complete all as specified and directed.

S&F 110 mm, PVC (SWR) bends, complete all as specified and directed.

S & F 150mm dia mild steel sheet eaves, gutters galvanised with grade of zinc coating 275, half round with rounded edges thickness of sheet 1.00mm complete all as specified and directed.

NIRMAL SINGH BHOGAL AND SON