ADDN ALTN TO SECURITY WALL FROM F2 TO MES SUB STATION AND PROVN OF PAVED AREA AT RIS STAND OF BASE VICTUALLING YARD AND PRIOVISION AND INSTALLATION OF SIGNBOARD AND ROAD FURNITURE AT HOMI BHABHA ROAD AND NEW NAVY NAGAR UNDER AGE BRI OF GE NW NAVY NA

Amount

Demolition of brick or stone / boulder work, built in cement mortar in portion/ part ordered to be dismantled including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified .

Dismantling of fencing posts or struts (wood, steel or R.C.C.) any section embedded in concrete, brick work, masonry etc, including taking out embedded portion and making good disturbed ground all as specified .

Dismantling of fencing wire mesh, barbed wire fencing, any type all as specified and directed

Excavation in trenches n. exc. 1.5 m wide and n.exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n,exc 1.5m in depth and getting out in depth in hard / dense soil all as specified.

M & L PCC 1:4:8 type D2 ( 40 mm graded stone aggregates) Cement concrete in foundations, filling and mass-concrete etc complete all as specified and directed.

M&L reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete

M & L reinforced cement conrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in columns pillars, posts and struts etc complete

M & L reinforced cement conrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in coping, beams, cantilevers, lintels over 1.5 m span

Use and waste of formwork flat sides of foundation, footing, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam and similar work vertical or to batter rough finished surface of concrete

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal rough finished surface of concrete

Use and waste of formwork flat to sides of RCC band/lintel/top beam in walls, rough finished surface of concrete

Use and waste of formwork flats to coping, fins, facia, louvers rough finished surface of concrete

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, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement.

All as per item No 13.00 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.

M&L for Pre Cast cement concrete solid block masonry Type C1 1:3:6 (20mm graded aggregate) exc 10 cm in width built & set in CM 1:6 all as specified.

M&L for Returning, filling in including, spreding, levelling, watering and well ramming in layers n.exc 25 cm in hard/dense soil all as specified.

M&L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point in soil all as specified.

M&L for rendering 20mm thick in CM 1:4 in two coats (15mm thick backing coat and 5mm thick setting coat ) on fair faces of stone wall surfaces /brick work (both side of wall), finished with sand faced plaster without using extra cement complete all as specified

M&L for applying two coats of cement paint over one coat of alkali resistant priming paint on newly plastered surface of wall including preparation, watering to surfaces all as specified.

M&L for surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified.

M&L for Hard core of broken stone or boulders gauge n.exc 63mm, deposited, spread and levelled in layers n.exe 15 cm thick watered and rammed to a true surface all complete as directed by EIC.

M/L for 75mm thick PCC 1:3:6 type C2 ( using 40mm graded stone aggregates) as in pathway or plinth protection finished even and fair without using extra cement all as specified.

S&F PVC(SWR) pipe 75 mm bore single socketed, in any length fixed in wall/drain luvers all as specified and directed.

M&L MS Angle iron post or 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 and similar work confirming to /fe 290 Gde E-165

S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails strain-ing bolts, including, tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc as directed by EIC (each line wire to be measured)

S&F barbed razor type Concertina coil 9 SWG hot galvanised spring tensile wire of UTS 145 to 150 Newton per square mm, zinc coating 250-300 grams per square meter, dia of coil when unstretched 610mm covering 8 to 10 running meter per coil and minimum weight of coil (GI strip) 1.625 Kg/Running meter hot dip galvanised razor ribbon tape of size 0.50 mm thickness, 19 mm wide before wrapping on central core wire fixed 1.66 mm thick GI clip minimum 25 Nos. per running meter and special nut bolt to hold two coils together and extra two rows parallel wire of 10 guage complete all as specified and directed

M & L for preparation of new steel surfaces exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

M&L for broken glass embed in CM 1:3 on coping top of wall all as specified and as directed.

Removing excavated materiasl,demolished materials/debris outside MD land to a distance exc 5Km but n exc 10Km.

Surface dressing n.exc 15 cm deep and site clearance complete as specified in hard/dense soils.

M &L for forming embankments in soils including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n. exc. 1.5 m high from base including rough excavation in hard soil n.exc 1.50 mtr deep- and getting out side of MOD land as directed and bearing the excaveted earth to the place of embankment at a distance 5 Km Note :- Volume Obtained after ramming/Compaction shall be measured for Payment

M & L for hardcore of broken bricks of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.

M & L for 100 mm thick cement concrete type C-2, 1:3:6 (40mm graded aggregate) as in sub base of flooring all as specified.

M & L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre thickness of concrete 25 cm or less complete all as directed.

M & L for machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80mm thickness, M-35 Grade (Note:Sand cushioning shall be measured and paid separately.)

M & L for Sand cushoning including watering and consolidation and all as specified and directed.

Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50m and making good surface.

M&L PCC 1:2:4 type B-2(40 mm graded aggregate) in foudations,filling and mass concrete.

S&F side slanting double sided sign board of size 1.80 M x 1.20 M. Frame of board shall be made of stainless steel Gde - 202 of dia 50mm . Board shall be of 2mm thick aluminium sheet having high intensity prismatic tape in base and font duly fixed. Letters to be high intensity prismatic tape to be laser cut and fixed on sheet complete all as specified and directed. Note : Colour, size and style of logo & letter as approved by GE.

S&F side slanting double sided sign board of size 1.20 M x 0.90 M. Frame of board shall be made of stainless steel Gde - 202 of dia 50mm . Board shall be of 2mm thick aluminium sheet having high intensity prismatic tape in base and font duly fixed. Letters to be high intensity prismatic tape to be laser cut and fixed on sheet complete all as specified and directed. Note : Colour, size and style of logo & letter as approved by GE.

S&F side Speed limit/School sign board of size 0.60 M x 0.90 M single side. Frame of board shall be made of stainless steel Gde - 202 of dia 50mm . Board shall be of 2mm thick aluminium sheet having high intensity prismatic tape in base and font duly fixed. Letters to be high intensity prismatic tape to be laser cut and fixed on sheet complete all as specified and directed. Note : Colour, size and style of logo & letter as approved by GE.

S&F side slanting single sided sign board of size 1.20 M x 0.90 M. Frame of board shall be made of stainless steel Gde - 202 of dia 50mm . Board shall be of 2mm thick aluminium sheet having high intensity prismatic tape in base and font duly fixed. Letters to be high intensity prismatic tape to be laser cut and fixed on sheet complete all as specified and directed. Note : Colour, size and style of logo & letter as approved by GE.

LED Solar chevron arrow sign Voltage-230 V, IP Rating-IP65 Operating Temperature-10 to 40 Degree C, Wattage - 30 W, Length-700mm, Width-600mm, Shape-Rectangle, fixed on stainless steel frame complete all as specified and directed.

Stainless steel post of Gde-202 suitable for above sign board duly welded to boards from both side complete all as specified and directed.Note : For Item No. 39 to 42 Stainless steel Frame of boards is included in unit rate quoted. Vertical Posts shall be measured and paid seperately.

Nilesh Construction

I.J Enterprises