REPAIR TO ROAD SIDE BERMS PATH CULVERTS AND OTHER MISC WORK B R AT SUNDERBANI UNDER GE NORTH AKHNOOR

Amount

Demolition cement of concrete of any description and in any position noy otherwise specifically provided for (cement concrete as in coping) complete all as specified and directed.

Machine made precast cement concrete interlocking pavers block any shape and size of 60mm thick M-35 grade confirming to IS 15658-2006 laid over 30mm thick sand cushioning . The interlocking joints shall be filled with fine sand. Both sides of path should be finished with concrete 1:2:4 type B2 (using 20mm graded aggregate) as in stops 5cm wide and depth upto subbase all as spd and directed.

Machine made precast cement concrete interlocking pavers block any shape and size of 80mm thick M-35 grade confirming to IS 15658-2006 laid over 30mm thick sand cushioning . The interlocking joints shall be filled with fine sand. Both sides of path should be finished with concrete 1:2:4 type B2 (using 20mm graded aggregate) as in stops 5cm wide and depth upto subbase all as spd and directed.

PCC (1:5:10) type E-2 (using 40mm graded stone aggregate) as in sub base/path complete all as specified.

Taking down cement plaster from Brick walls,stone walls etc. including raking out joints, hacking for key and scrubbing down with water etc all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding(but not backing), removing serviceable tiles and rubbish off the permises complete all as spfd and directed.

Roughening surfaces of old concrete floors by picking sweeping clean and washing down with water to remove dust.

Rrendering 15 mm thick in CM 1:4 set as in screed bed or bedding layer for laying floor finishes.

Chequerred cement concrete tiles 30 cm x 30 cm x 25mm thick with grey and white cement and no pigment, set, jointed and pointed in neat cement slurry in floors complete all as specified.

25mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in flooring including finishing the top surface even and smooth, without using extra cement complete all as specified

Precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregates as in kerb stone etc (of any shape and size) and in sililar work including jointed in cement morter 1:4 all as specified.

Rendering 10 mm thick in cement and sand mortar 1:3 as in backing coat for wall tile.

75mm thick PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in sub base complete all as specified

Dismantling posts or structs (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brickwork, masonry etc., complete all as specified & directed.

Mild steel work in posts & struts in fencing including cutting tops to shape as directed including drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc), necessary drilling, bolting or riveting, conforming to Fe-290 grade E-165, complete all as specified & directed. Note : Unit rate shall deemed to include locking holes after fixing of barbed wire and welding to bent up portion as directed.

Mild steel flat iron including securing bolts necessary drilling bolting or riveting etc and similar work conforming to Fe-210 Gde E-165

PCC 1:3:6, nominal mix, type C-1, using 20mm graded crushed stone aggregate as in post holes complete all as specified.

Supply only chain link fencing of oblong wire mesh size 100x100mm with weight not exc 4 Kg/Sqm all as directed (Note - Dia of main bar 4mm and cross bar 4mm)

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts etc including provission of binding wire and fixing with MS angle iron fencing posts complete all as directed.

TMT reinforcement bars 10 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 0.9 mm dia or securing with clips complete all as specified

Galvanised 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to mild steel fencing posts, any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel nibs, pins complete all as specified and as directed. Note : Each line of barbed wire to be measured seperately.

All as per Srl item No. 22 here in before but using old wire including restraining, resecuring including making good staples etc. complete all as specified.

Preparation of new steel surfaces of any description n.exc 10 cm in width or girth and apply two coats of Synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified.

Mild steel screw bolt(machine made) with hexagonal or square heads at one end screwed the other or screwed both ends each screwed end to be fittedwith washers and one hexagonal or square nut n exc 5 cm long (5 to 10mm dia.) complete all as specified.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil as directed by Engineer-in-Charge.

Moorum/red bajri filling in floors, pavings berms etc laid in layers n.exc 15cm thick spread levelled and rammed incld watering complete all as specified.

Demolition of stone/brick masonary built in cement/cement lime mortar complete all as specified and directed.

Brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed.

Ditto all as per item No 29 but except brick.

Brick work with sub class ‘B’ bricks, straight or curved on plan any radius in half brick thick wall with old size bricks built in cement mortar 1:4 complete all as specified.

Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified.

Rendering 15 mm thick in cement and sand mortar 1:6 on other than fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified.

PCC 1:3:6, nominal mix, type C-2, using 40mm graded crushed stone aggregate as in surface channel and drains including necessary form work, complete all as specified & directed.

Extra for forming fair finished channel or drain 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred / stopped ends etc complete all as specified.

Walling of random rubble masonary uncoursed well bonded, bedded and solidly hearted, built in cement sand mortar 1:4 complete all as specified

Ditto all as per item No 36 but except stone.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses. Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm

Raised pointing to random rubble uncoursed or brought upto course masonry in CM 1:4.

Plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregates as in cills,lintels upto 1.50 metre clear span , copings etc. and in similar works including weathering,slightly rounded or chamfered angles and throating and necessary form works, all as specified.

Demolition of reinforced cement concreteof any description and in any position complete all as specified .

Reinforced cement concrete type B1 1:2:4 (using 20mm graded crushed stone aggregate) as in shelves deck slabs and in similar work complete all as specified .

TMT reinforcement bars 6 to 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 0.9 mm dia or securing with clips complete all as specified

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces.

110 mm bore PVC (SWR) pipes double socketed in any length with rubber ring joints "fixed to wall", complete all as specified.

PVC (SWR) bend any radius 110 mm bore all as specified

Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified

Preparation of old treated surfaces of walls and applying one coat of cement base paint complete all as specified

Preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified.

Preparing plastered or unplastered old decorated surfaces of walls and applying one coat of white wash, all as specified .

Preparing old painted steel surfaces of any description not otherwise described over 10 cm in width or girth and applying one coat (finishing coat) of synthetic enamel paint complete all as specified.

M/s Mool Raj Romesh Chander

M/S Darshan Kumar