REPAIR TO CULVERT, KERB STONE, APROACH PATH, WALL CLADDING AND OTHER MISC B/R WORKS AT KARU ZONE-I AND SHESHARTHANG IN THE AREA OF AGE B/R-I UNDER GE 860 EWS

Amount

Demolition of Cement Concrete (Unreinforced) in ground floors and pavings n exc. 15cm thickness (below or above ground level), complete all as specified and directed by Engr-in-Charge.

M&L for 100mm thick cement concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate as floor finish even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

M&L for 75mm thick cement concrete type D2, 1:4:8 using 40mm graded crushed stone aggregate as sub base to floor, complete all as specified and directed by Engr-in-Charge.

M&L for 15mm thick Screed bed or bedding layer of mortar in CM 1:6 for laying floor finishes complete all as specified and directed by Engr-in-Charge.

M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments complete all as specified and directed by Engr-in-Charge.

M&L for vitrified (heavy duty) paving tiles 30cm x 30cm x 10 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments complete all as specified and directed by Engr-in-Charge.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. all as specified and directed by Engr-in-Charge.

M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. complete all as specified.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed by Engr-in-Charge.

M&L for Reinforced cement concrete (nominal mix) type B1 (1:2:4) (using 20mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like inclding necessary formwork, complete all as specified and directed by Engr-in-Charge.

M&L for Providing precast reinforced cement concrete type B1 1:2:4 ( using 20mm graded crushed stone aggregate) in landings, cover slabs (for manholes etc.) mangers, shelves and similar articles set in CM 1:6 complete all as specified and directed by Engr-in-Charge.

M&L for MS for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends 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 by Engr-in-Charge.

M&L for MS deformed bars (TMT) 6-8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends 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 by Engr-in-Charge.

M&L for Formwork to flat soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces complete all as specified and directed by Engr-in-Charge.

M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roof n.exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n.exc 20 cm wide.complete all as specified and directed by Engr-in-Charge.

Demolition of stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engr-in-Charge.

M&L Precast cement concrete block masonry type C1 1:3:6 (using 20mm graded crushed stone aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6,complete all as specified and directed by Engr-in-Charge.

Taking down cement plaster on wall etc incl raking out joints, hacking for keys, scrubbing down with water etc complete all as specified and directed.

Rendering 15mm thick on fair faces of brick work or concrete surfaces of walls in cement mortar 1:4 and to be finished even and fair complete all as specified and directed by Engr-in-Charge.

M&L for preparing new surfaces including priming plastered and other surfaces with priming paint and applying two coats of cement base paint complete all as specified and directed by Engr-in-Charge.

M&L in for wall cladding tile n.exc 0.10 sqm and 7 to 8 mm thick of any colour and pattern set and jointed in neat cement slurry and pointed in white or colour cement to match including 10 mm thick rendering on wall in cement mortar 1:4 and surface finished even and fair (including dismantling of existing tiles) complete all as specified and directed by Engr-in-Charge.

Dismantling plain or corrugated steel sheeting any guage, thickness including nainital or similar pattern roof covering and wall cladding complete all as specified and directed by Engr-in-Charge.

S&F 0.50 mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275 complete all as specified and directed by Engr-in-Charge.

S&F 0.50 mm thick Plain, galvanised, mild steel sheeting, 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.

Dismantling wrougth iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engr-in-Charge.

S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.complete all as specified and directed by Engr-in-Charge.

S&F in repair 150mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches/fixed to walls complete all as specified and directed by Engr-in-Charge.

S&F 110mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in floors/fixed to walls complete all as specified and directed by Engr-in-Charge.

S&F 110 mm dia bore PVC (SWR) bends any radius, complete all as specified and directed by Engr-in-Charge.

S&F 150mm dia bore PVC (SWR) bends any radius, complete all as specified and directed by Engr-in-Charge.

M/S KAMLA CONSTRUCTION CO. (BID ID -3081375)