PROVN OF PARKING HANGERS, PATH, DRAIN IN MT AREA AT AF STATION KASAULI

Amount

Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and directed.

Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft and disintegrated rock complete all as specified and directed.

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

Excavation over areas n. exc. 1.5m deep and getting out for hard rock for foundation complete all as specified and directed.

Rough excavation n. exc. 1.5m deep and getting out in hard/ dense soil all as specified and directed.

Returning filling in hard/ dense soil including spreading, leveling, watering and well ramming in layers n. exc. 25cm complete all as specified and directed.

Forming embankments including raising earth, spreading in layers n. exc. 30cm thick, watering, ramming/ rolling and finishing to required size, shape etc. 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.

M&L for providing plain cement concrete (1:4:8) type D-2 using graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.

M&L for PCC (1:5:10) type E-2 using graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.

M&L for providing reinforced cement concrete M-25 (Design Mix) using graded stone aggregate as in foundation, footings, plinth beams and the like complete all as specified and directed.

M&L for providing reinforced cement concrete M-25 (Design Mix) using graded stone aggregate as in columns, posts, struts and the like complete all as specified and directed.

M&L for providing reinforced cement concrete M-25 (Design Mix) using graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.50m span and the like complete all as specified and directed.

M&L for RCC (1:2:4) type B-1 using graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L pre-cast cement concrete using PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in bonders for stone walling set in cement mortar (1:6) complete all as specified and directed. Note:- This item is applicable for item No. 20.00 only.

M&L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in coping including weathering, throating and necessary formwork complete all as specified and directed.

M&L for cement concrete (1:2:4) type B-2 40mm graded stone aggregate as in surface channel & drain complete all as specified and directed

Extra for forming fair finished drains or channels n. exc. 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered/ stopped ends etc complete all as specified and directed.

M&L for random rubble stone brought upto course walling well bounded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified.

Use and waste of formwork to sides of concrete in foundation, footing, plinth beam and similar work for rough finished surface complete all as specified and directed.

Use and waste of formwork to side of columns for rough finished surface complete all as specified and directed.

Use and waste of formwork to soffit and sides of floor beams. lintel beams, roof beams, landings, waist slabs, chajjas, railing and similar work for rough finished surface complete all as specified and directed.

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

M&L mild steel TMT bars upto and including 10mm dia as in stirrups, spacer and binders etc. cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

S&F rolled mild steel sections as in roof trusses (framed), trussed purlins, crane, gantry, rails, fastening, heavy bracket framing (Beam, tee, angle, channel or flat section) including distance pieces, cleats etc. confirming to Fe-410-W (Gde E-165) quality-A including cutting, welding etc. complete all as specified and directed.

S&F rolled 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-165) quality-A including cutting, welding etc. complete all as specified and directed.

S&F structural steel work as in plate girder or single stanchions built up of one beam or channel section with flange plates, caps, bases, splices, angles Fe 410-W (Gde-E- 250) quality including cutting, welding etc. complete all as specified and directed.

S&F plates (plain or chequered) channels; square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410-W (Gde-E- 250) quality including cutting, welding etc. complete all as specified and directed.

S&F purpose made mild steel bolt hexagonal or square head one end and screwed the other or screw both ends to be fitted with washer and one hexagonal or square n. exc. 30cm long and exc. 12mm but n. exc. 20mm dia of neck complete all as specified and directed.

M&L for two coats of synthetic enamel paint over a coats of red oxide primer on new steel surface of any description over 10cm width or girth not otherwise specified after preparation complete all as specified and directed.

S&F pre-painted galvalume aluminium zinc coating GI corrugated steel sheet 0.50mm thick of any colour as directed having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self-tapping screw etc complete all as specified and directed.

S&F pre-painted galvalume aluminium zinc coating GI plain 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 screw etc. complete all as specified and directed.

M&L brickwork with old size sub class 'B' brunt bricks, straight or curved on plan exc. 6m mean radius built in cement mortar (1:6) complete all as specified and directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished fair and even complete all as specified and directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished fair and even without using extra cement complete all as specified and directed.

M&L for preparation of new plastered or un-plastered surface of wall and apply three coat of white wash complete all as specified and directed.

M&L for preparation of plastered or un-plastered surface of walls and applying two coats of cement base paint complete all as specified and directed.

M&L for providing 100mm thick plain cement concrete (1:4:8) type D-2 using graded stone aggregate as in sub base in floor/ paving etc. complete all as specified and directed

M&L providing 100mm thick plain cement concrete (1:2:4) type B-2 using graded stone aggregate as in floor/ paving finished fair and even complete all as specified and directed.

M&L for providing 75mm thick cement concrete (1:3:6) type C-1 using graded stone aggregate and finishing the surface even and fair complete all as specified and directed.

Demolition of cement concrete un-reinforced in ground floor of paving n. exc. 15cm thickness (below or above ground level) and removing the debries outside MoD land complete all as specified and directed.

M&L for 200/150mm thick PQC controlled (quality) cement concrete of minimum flexural strength of 45 Kg per Sqcm in field at 28 days lower control limit (LCL) in pavement slabs using minimum 400 Kg of cement per cubic metre laid in bays to required gradient and camber including necessary form work completed all as specified and as directed. Note: Using Reversible concrete mixer mini batching machine output capacity 10-12 Cum per Hour RM 800E.

Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars complete all as specified and as directed. Note: (i) Polyester triangular fibres shall be 6/12mm long with circum circle diameter of 30-35 microns, designed for melting point of 240-260 degree Celsius & having specific gravity 1.34-1.40. (ii) Polyester triangular fibres, shall be uniformly mixed at the rate of 0.25% @ rate as per manufacturer's instructions) by weight of cement. (iii) Mixing shall be deemed to be included in respective main item.

M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade ‘A’ for 200mm thickness of concrete complete all as specified and directed.

M&L forming contraction (Dummy) joint 65mm deep x 10mm wide filled with sealing compound grade 'A' complete all as specified and directed

S&F 75mm dia PVC (SWR) pipes single socketed laid in walls as in weep holes of retaining walls all as specified and directed.

Vinod Kumar Aggarwal

Sachdeva Builders

Sagar Builders