REPAIR TO BOUNDARY WALL RETAINING WALLS FENCING AND MISC B/R WORKS AT SECTOR B UNDER AGE BR II OF GE 865 EWS

Amount

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

M&L for pre cast cement concrete block masonary of 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, exc.10cm in width, set and jointed in cement mortor 1:6 complete all as spd and directed.

M&L for pre cast cement concrete block masonary of 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, using old concrete blocks obtained from the demolition, exc.10cm in width, set and jointed in cement mortor 1:6 complete all as spd and directed.

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

M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, using old stones/boulders obtained from the demolition complete all as specified and as directed.

M&L for flush pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed.

Rendering 15 mm thick on fair faces of brick work or stone masonary work, finished even and fair (without using extra cement) on walls in cement mortar (1:4) including taking down cement plaster of any description on brick or stone walls, concrete surfaces, complete all as specified and directed by Engr-in-Charge.

M&L for rendering 15mm thick on fair/ unair surfaces in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for applying two coats cement base paint over a coat of primer on newly plastered surfaces of wall including preparation of surfaces including curing before and after applying each coat complete all as specified and directed.

M&L for applying one coat of cement base paint on old decorated surfaces of wall including preparation of surfaces complete all as specified and directed.

M&L for complete removal of existing old treatment of any description and preparation of old surfaces washing rubbing down and applying two coats of weather proof paints and primer complete all as specified and directed.

M&L for one coat of tera cota on plaster concrete, floor and tiling surface complete all as specified and directed.

M&L for factory made precast PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregates, as in kerb stone of size 300 x 300x 100mm thick (width and depth of kerb stone shall be 100mm & 300mm respectively) set in CM (1:4) including necessary form works and earth work complete all as specified and directed by Engr-in-Charge.

M&L of old decorated surfaces of walls and applying one coat of synthetic emulsion paint white or any tinted on walls, filling gaps by putty after washing rubbing down and stopping of distermpered surfaces of any description over 10 cm girth or width not other wise described complete all as specified and directed by Engr-in-charge.

M&L of newly plastered or undecorated surfaces of walls or concrete surfaces of walls and applying two coats of synthetic emulsion paint white or any tinted on walls, filling gaps by putty after washing rubbing down and stopping of distermpered surfaces, over a priming paint plaster coat of any description over 10 cm girth or width complete all as specified and directed by Engr-in-charge.

Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and Removing demolished material to a distance and depositing out site of MoD land Where directed at a level not exceeding 100 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

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

Dismantling chain link fencing wiremesh any type complete all as specified and directed.

Dismantling posts or struts (wooden, steel or RCC) any section embadded in concrete, brick work etc including taking out embedded portion.

Excavating 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, watering and removing surplus soil to a distance not exceeding 50 metre and making good the disturbed grouind, in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.

S&F angle iron with swain neck as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc, hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire all as specified and directed.

Supply only mild steel Galvanised wire chain link fencing square mesh of any size made out of any size wire complete all as specified & directed

S&F Mild steel bolts machine made with hexagonal or square head one end each screwed other end to be fitted with washers and one hexagonal or square nut, exc 10 cm but not exc. 15cm long and dia of neck exc 11 mm but n exc 15 mm dia complete all as specified and as directed by Engineer-in-Charge.

Preparation of new or previously untreated steel or steel based surfaces of any description not otherwise described not exc 10 cm in width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide or zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

S & F in repairs galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised MS wire staple or steel pins etc as directed (each line wire to be measured.) complete all as specified and directed.

Preparation of new or previously untreated steel or steel based surfaces of any description not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide or zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

PCC 1:3:6, type C-I (using 20mm graded crushed stone aggregates, 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 not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed all as specified and as directed.

M&L for TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed by Engineer-in-charge.

M&L for TMT mild steel bars, 5 to 10mm dia, as in stirrups, spacers and binders for reinforcemnent, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engineer-in-charge.

M & L PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface chanels and drain, including demolition cement concrete (unreinforced) of any descriptions and in any position not otherwise specificaaly provided for and removing demolished material to a distance and depositing out site of MoD land where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

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

S&F MS works as of angles or tees, fixed independently cut to shape drilled incl. bending and welding angles of grade 410-Fe including dismantling of unserviceable steel work all as specified and directed.

Demolition of stone slabs and tiles of any description or thickness in floors aprons etc.laid bedded and pointed in any mortar complete all as specified and as directed.

M&L Granite (of any type) slab 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including and polishing screed bed or bedding layer of mortar 15 mm thick for laying floor finished in CM 1:6. all as specified and as directed.

S&F 2mm Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L type J type hooks or cranked bolts and washer in roof, wall etc including dismantling plain or corrugated steel sheeting any guage thickness including nanital or similar pattern complete all as specified and directed.

S&F rolled tubular sections as in framing for clading, glazing and the like fixed with angle cleats and connecting plates etc and similar work conforming to Fe-290 Gde E-165 including dismantling of structural steel work and tubular section complete all as specified and as directed by Engineer-in-Charge. Make and Procurement: All as specified in PS clause No 8 of tender documents

M&L for Pre-painted Galvantume aluminium Zinc coating GI based corrugated stell sheet 0.50mm thick of an colour having tensile strenth of 550 Mpa as in roof covering/ cladding to wall, fixed with self tappping screws as specified including dismantling plain or corrugated steel sheeting any guage thickness including nanital or similar pattern complete all as specified and directed.

M&L for 0.63 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. including dismantling plain or corrugated steel sheeting any guage thickness including nanital or similar pattern complete all as specified and directed.

M&L for two coats of comouflage paint on new steel sheet surfaces including preparation over a coat of red oxide zinc primer tint and make of tint shall be approved by GE complete all as specified and directed.

Preparation of old decorated untreated steel or steel based surfaces of any description not otherwise described over 10 cm in width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

M&L for 2nd class soft wood clean sawn as in scantling fixed with nails, framed and fixed including dismantling timber scantling 40 sqcm and over in section, in any position as in framed work complete all as specified and directed.complete all as specified and directed.

Rampal Singh Contractor

PARIDHI CONSTRUCTION

PADMA ENTERPRISES

M/S Praveen Kumar and Sons

Mehar Enterprises

M/s B R Constructions

R B TRADERS