PROVN OF REPAIR TO DAMAGED PERIMETER SECURITY WALL AT SUNJUWAN UNDER GE JAMMU

Amount

Demolition of brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stone work and precast concrete articles, including dismantling / segregation of serviceable bricks and stacked properly for re-use ,complete all as specified & directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for.

Taking down cement plaster/wall tiles including backing etc from brick/stone walls / concrete surfaces including raking out joints, hacking for key , scrubbing down with water etc complete all as specified and directed.

Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed.

Rough excavation exc 1.5 m but not exc 3.0 m deep and getting out in any type of soil complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.50 m in depth but not exceeding 3.00 m, exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 m complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceedings 3.00 m but not exceeding 4.50 m in depth, exceeding 1.50 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 m complete all as specified and directed.

Excavating in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shalft, wells, cesspits, manholes, pier holes.etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

All as per item No. 8 here in before but exc 1.5 m & not exc 3.0 m deep & getting out in any type of soil.

Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified.

Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified.

Cement concrete type C-2, 1:3:6 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified.

Form work to sides of concrete foundations, footings, bases of columns and raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished flat surfaces of concrete .

Form work to sides of pillars, posts, struts, piers, columns square, rectangular or polygonal rough finished flat surface of concrete.

Form work to sides and soffits of floor or roof beams, beam haunchings, lintel etc rough finished surfaces of concrete flats.

Form work to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work with flat surface and rough finished.

RCC M-25 design mix (using 20 mm graded crushed stone aggregates) as in foundation, including raft , footings, foundation beams, plinth beams bases for columns and mass concrete.

RCC M-25 design mix (using 20 mm graded crushed stone aggregates) as in beams, cantilivers, bressummers, lintel over 1.5m span.

RCC M-25 design mix (using 20 mm graded crushed stone aggregates) as in columns , pillars, piers, posts and struts etc.

RCC Design mix M-25 (using 20 mm graded crushed stone aggregates) as in walls, basement wall of any thickness above top of footings incl attached pilasters & buttresses.

Mild Steel TMT bars (Fe 500 D),10 mm dia and over in reinforcement cut to length, bent to shape required incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, all as specified.

Mild Steel TMT bars (Fe 500 D), 5mm dia and over upto incl 10mm dia stirrups bending spirally or hooping for columns, hooking ends and binding with mild steel wire not less than 0.90mm dia complete all as specified and directed.

Brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm , straight or curved on plan exceeding 6 m mean radius with old size bricks built in cement mortar 1 : 4 complete all as specified.

Rendering 10 mm thick on fair faces of brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified.

Rendering 15 mm thick on fair faces of brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified.

All as per Srl item No 25 here-in-before but other than fair faces of brick work.

Applying two coats of cement based paint over a coat of alkali-resistant primer on concrete or newly plastered wall surfaces incl preparation of new plastered surfaces.

All as per Srl item No. 27 here in before but on old surfaces.

S&F rolled mild steel in angle sections fixed independently without connecting plate as in double swan neck fencing of Fe-410-W , Gde E-250A.

S&F Galvanised 2 strand steel barbed wire 2.24mm dia, barbed with 2.00 mm dia barbs at 75mm spacing, straining and fixing to any type of standard rails and straining bolts incl securing or tying at crossings with and provision of galvanised mild steel wire stapples or steel pins etc all as specified. ( Each line wire to be measured)

M&L for framed work such as grills, gratings etc with end of bars shouldered or riveted or forged into spikes, framed guard bars confirming to Fe-290, Gde-E-165.

Supply and fixing only PVC (SWR) Pipe single socketed, 110 mm dia as in weep holes.

M&L painting with two coats of synthetic enamel paint over a coat of red oxide primer including preparing the new untreated steel surfaces of any description over 10cm in width or girth.

All as per Srl item No. 33 here in before but on old surfaces.

Supply & fixing concertina coil fencing with punched tape concertina coil 600mm dia, stretched to 6 metre length, having 50 Nos Spiral turns per 6 metre length, spring core wire (2.59mm thick) of high tensile strength of 1620 N/Sqmm with tape (0.52mm thick) Hot dip galvanised upto 20 microns, weight of each coil 8.50 Kg and fixing the same on existing Y - shaped angle iron with 6 horizontal RBT (Reinforced Barbed Tape) wire, stud tied with GI staple and GI clips to retain horizontal, clips shall be @ 5 Nos per 2 spiral turns approximate 125 clips per coil including necessary bolts complete all as specified & as directed.

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 100000.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

M/S Jasbir Singh (BID ID -3174321)

bamral builder (BID ID -3169655)

R R CONSTRUCTION (BID ID -3167684)

DES RAJ NAGPAL CONTRACTORS PVT.LTD (BID ID -3174416)

JCC ENGINEERS PRIVATE LIMITED (BID ID -3164321)