DIVISION BATTLE SCHOOL AT HISAR MIL STATION

Mock IB Fence

Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ Dense soil, 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 n.exc 50m & making good surface

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, Plinth Beam, filling and mass concrete.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Rough finished flat form work to sides of concrete foundations rafts etc.

Mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.

S & F Structural steel work of angle, channel etc., confirming to Gde Fe 410 - W (Gde E-250)quality-A,fixed independently as in fencing, brackets etc.

concertina wire including laying on post.

Galvanised. 2 strand, steelbarbed wire 2.24mm barbed with 2mm dia barbs at75mm spacings and strainingand fixing to any type ofstandard rails straining bolts, including, securing ortying at crossings with and provision of galvanised mildsteel wire, staples or steel pins, etc. as directed (eachline wire to be measured

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

A Ditch cum Bund with (200 x 2 x 03 Meters) with 03 x Bunkers

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil

Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Soft/ Loose Soil

M&L for 75 mm thick Cement concrete type B- 2, 1:2:4 (using 40mm graded stone aggregate) flooring surface fair finished even & smooth .

Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished smooth and even without using extra cement

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) for slabs suspended on walls, beams and columns, in floors, roofs, landings and in shelves and the like.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-30 (using 20 mm graded granite stone aggregate) in retaining walls.

Rough finished flat form work to sides of concrete foundations rafts etc.

Fair finished flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick.

Fair finished flat form work to faces of retaining walls etc.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5 m and n.exc 3.00 high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 3.0 m and n.exc 4.5m high from base.

M & L for rendering 5mm thick on fair faces of brick work or concrete on ceiling surfaces in cement mortar 1:3, finished even and smooth without using extra cement

M&L for preparing newly plastered surfaces of ceilings and applying three coats of white wash.

M&L for preparing newly plastered surfaces of wall and applying three coats of white wash.

Helicopter Simulated Slithering Platform

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, Plinth Beam, filling and mass concrete.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) in Beams, cantilevers, lintels over 1.5 M span.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) in Columns, piers, posts and struts.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) for slabs suspended on walls, beams and columns, in floors, roofs, landings and in shelves and the like.

Rough finished flat form work to sides of concrete foundations rafts etc.

Fair finished Square, rectangular or polygonal form work to sides of pillars, posts, struts, columns and stanchions.

Fair finished flat form work to sides and soffits of floor or roof beams, lintels, cantilevers, shelves including supports etc.

Fair finished flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.

S & F Mild steel work in framed work such as grills, gratings,framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confiRming to Fe 290 Gde E-165

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished smooth and even without using extra cement

M & L for rendering 5mm thick on fair faces of brick work or concrete on ceiling surfaces in cement mortar 1:3, finished even and smooth without using extra cement

M&L for preparing new plastered surfaces and applying Two coats of cement base paint over a coat of alkali resistant primer on surfaces of walls.

M&L for preparing newly plastered surfaces of ceilings and applying three coats of white wash.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

500 M Moving Tgt Trolley System

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, Plinth Beam, filling and mass concrete.

Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4

M & L 100mm thick Cement concrete type B-2, 1:2:4 (40mm graded aggregate) in Sub-floors, sub-bases, Floors and Pavings, etc.

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement

Rough finished flat form work to sides of concrete foundations rafts etc.

S & F Rolled Mild Steel sections confirming to Fe 410 - W (Gde E-250)quality-A, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters fixed with angle cleats or other connecting plates

A Mount with Soling and Compaction

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5 m and n.exc 3.00 high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 3.0 m and n.exc 4.5m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 4.5 m and n.exc 6.0 m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 4.5 m and n.exc 6.0m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 6.0 m and n.exc 7.5m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 7.5 m and n.exc 9.0 m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 9.0 m and n.exc 10.50 m high from base.

Rumble Strips

Surface dressing n exc 15 cm deep

Excavating over area n exc 1.5 m in depth and getting out in soft/loose soil

Cement concrete 1:4:8 using 40 mm graded stone aggregate in foundations, filling and mass-concrete

RCC M-25 in Foundations, Including rafts, gootings, foundation beams: plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete

Formwork to sides of concrete foundations, footings, bases of colums, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter

RCC M-25 in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses

Formwork to faces of walls, retaining walls, abutments, prapets and staircae railing and similar work including attached pillasters, buttresses, etc; vertical or to better

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 blinding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming (Footing & Wall/Column/Beam

Stone sett flooring with stone setts of sizee 200 to 250mm long, 150 to 200mm wide the 150 mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 with an admixture of metalic floor hardner, 5% by weight of cement and struck flush

Removing excavated material n exc, 50m and deposting where directed at a level n exc 1.5 m above the starting point

Ramp Vertical Steps

Surface dressing n exc 15 cm deep

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out

Cement concrete 1:4:8 using 40 mm graded stone aggregate in foundations, filling and mass-concrete.

RCC M-25 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter

RCC M-25 in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better

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 0.9mmdia or securing with clips quality conforming (Footing & wall/Column/Beam)

RCC M-25 in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)

Mild steel 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 0.9mmdia or securing with clips quality conforming to (RCC Slab)

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point

A ZigZag gravel Track with Sign

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, Plinth Beam, filling and mass concrete.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) in Columns, piers, posts and struts.

Rough finished flat form work to sides of concrete foundations rafts etc.

Fair finished Square, rectangular or polygonal form work to sides of pillars, posts, struts, columns and stanchions.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.

M & L for GRAVEL of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

Floatation and Fording Pit with RCC structure for ICVs/Tanks to ford across

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil.

Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Soft/ Loose Soil

Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Hard/ dense soil

M & L 75 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing.

M & L 100mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) in Sub-floors, sub-bases, Floors and Pavings, etc.

Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished smooth and even without using extra cement

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished smooth and even without using extra cement

Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) for slabs suspended on walls, beams and columns, in floors, roofs, landings and in shelves and the like.

Reinforced Cement Concrete Type M-30 (using 20 mm graded granite stone aggregate) in Chajjas and the like.

Fair finished circular form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick.

Fair finished flat form work to Chajjas, water troughs and similar items including edges

Fair finished flat form work to sides and soffits of floor or roof beams, lintels, cantilevers, shelves including supports etc.

Fair finished form work to sides of pillars, posts, struts, columns and stanchions circular on plan

M&L for preparing newly plastered surfaces of wall and applying three coats of white wash.

M&L for preparing new plastered surfaces and applying Two coats of cement base paint on surfaces of walls.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Mild steel round bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-W(Gde.E-250)quality-A or Fe290(Gde-E-165)

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete.

Reinforced Cement Concrete Type M-30 using 20 mm graded granite stone aggregate) in foundations including rafts, footings and mass concrete.

Reinforced Cement Concrete Type M-30 (using 20 mm graded granite stone aggregate) in retaining walls.

M&L stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush

S & F 40mmX 40mmX 6mm angle iron as in chowkats or door frames including cutting , welding hold fast, hinges and tie rod fixed in position complete all as spd.

S & F 35 mm thick factory made second class hard wood, kiln seasoned and chemically pressure treated plain framed, panelled shutter (Two panel) with lock rail and panel of 10 mm bison panel.

S & F 30 mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., divided in to squares with plain, chamfered or rounded mitred and rebated sash bars any numbers, edges of framing plain, chamferesd or rounded, fitted with cut and mitred beads for securing glass etc., for windows and ventilators

M&L Butt hinges med weight cold rolled mild steel and fixed 100mm size.

M&L 300mm long Aluminium alloy, anodised, sliding door bolt with hasp staple (Bolt type) and fixing clips of sheet, cast or extruded section or cast aluminium alloy and fixed.

M&L Aluminium anodised barrel tower bolt of extruded section 200mm long

M&L aluminium handles cast type , anodised 150mm size.

M&L floor door stopper of aluminium alloy body and tongue, anodized with hard drawn steel spring fixed in floor 140mm size.

Supply all fixing steel windows with side hung shutters including projection type hinges with steel handle and steel peg stay, complete with glazing bars dovetailed or welded all as specified.

Ditto-as above Item But without glazing bars complete.

Supply and fixing galvanized mild steel wire cloth 0.56mm nominal dia of wire and average width ofaperture 1.18mm all as specified.

S&F framed work such as grills, gratings etc with ends of bars shouldered and riveted, framed guard bars and similar work confirming to fe 290 Gde E-165

M&L preparation of new or previously untreated surfaces of steel of any description over 10cm width or girth not otherwise described over applying two coats of synthetic enamel paint over a coat of a red oxide zinc primer.

02 Bridge Layer Tanks

Excavating over areas, n exc 1.5m deep and getting out and getting out in soft/loose soil

Cement concrete 1:4:8 using 40 mm graded stone aggregate in foundations, filling and mass-concrete.

RCC M-25 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter

RCC M-25 in column; above top of footings; including attached pilasters and buttresses

Formwork to faces of column and similar work including attached pillasters, buttresses, etc.; vertical or to better

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 0.9mmdia or securing with clips quality conforming (Footing & wall/Column/Beam)

RCC M-25 in Beams, cantilevers, bressummers, lintels over 1.5m span

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)

Mild steel 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 0.9mmdia or securing with clips quality conforming to (RCC Slab)

Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide the 150mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner, 5% by weight of cement and struck flush

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point

A Lined Canal (200 Meters) with 02 Bridge Layer Tanks over it for Crossing of Tanks

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil

Excavation over areas exceeding 1.5 M and not exceeding 3 M deep and getting out in Soft/ Loose Soil

M&L for 100 mm thick Cement concrete type B- 2, 1:2:4 (using 40mm graded stone aggregate) flooring surface fair finished even & smooth .

Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4

M & L for rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished smooth and even without using extra cement

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) for slabs suspended on walls, beams and columns, in floors, roofs, landings and in shelves and the like.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-30 (using 20 mm graded granite stone aggregate) in retaining walls.

Rough finished flat form work to sides of concrete foundations rafts etc.

Fair finished flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick.

Fair finished flat form work to faces of retaining walls etc.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5 m and n.exc 3.00 high from base.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 3.0 m and n.exc 4.5m high from base.

M & L for rendering 5mm thick on fair faces of brick work or concrete on ceiling surfaces in cement mortar 1:3, finished even and smooth without using extra cement

M&L for preparing newly plastered surfaces of ceilings and applying three coats of white wash.

M&L for preparing newly plastered surfaces of wall and applying three coats of white wash.

Training Shed with Sand Model including Audio-Video facilities

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil all as specified and as directed

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, Plinth Beam, filling and mass concrete.

Reinforced Cement Concrete Type M-25 using 20 mm graded granite stone aggregate) in foundations including rafts, footings plinth beam ,cols upto plinth beam and mass concrete.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) in Beams, cantilevers, lintels over 1.5 M span.

Reinforced Cement Concrete Type M-25 (using 20 mm graded granite stone aggregate) in Columns, piers, posts and struts.

Rough finished flat form work to sides of concrete foundations rafts etc.

Fair finished Square, rectangular or polygonal form work to sides of pillars, posts, struts, columns and stanchions.

M & L 75 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded granite stone aggregate) in plinth protection.

Mild steel TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips

Mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.

S & F Mild steel work in framed work such as grills, gratings, framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confirming to Fe 290 Gde E-165

Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensilestrength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

BRICK FOUNDATION

PLASTER 10MM RANDERING CEMENT MORTAR1:4

BRICK WORK SUPER STR.230MM TH.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

Anodised aluminium snap grid frame work for false ceiling all as specified

S & F powder coated Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc.(minium thickness of powder coating 50micron) complete all as specified

S & F Anodised aluminium door shutters, powder coated of any colour aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, handles 2 Nos in each door, hinges, anodised alumnium snap beading, screws etc. complete all as specified

S & F Anodised aluminium window and ventilator shutters, powder coated of any colour side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, handles 2 Nos in each door, hinges, anodised aluminium snap beading, screws, etc. acomplete all as specified

S & F 5.5 mm thick Sheet glass, ordinary quality and glazing with oil putty oin squares not exceeding 0.5 Sqm in each pane

Perforated particle board/tiles for insula-tion andaccoustic purposes,60x60 cm in size, fixedwith nails to timber frameworkorwith stapleson snap grid

M & L 100mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) in Sub-floors, sub-bases, Floors and Pavings, etc.13040Finishing cement concrete surface even and smooth Using extra cement.

M & L for machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 20mm th. screed bed in cement mortar 1:4.

Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with ditto grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 10mm th. rendering CM 1:4.

M&L for complete removal of existing treatment on old surfaces and applying two coats of cement base paint over coat of alkali resistant primer on wall surfaces

M&L for preparing newly plastered surfaces and applying two coats of distemper oil emulsion including priming plastered and other surfaces with alkali resistant priming paint and chalk whitening preparatory to distempering on surfaces of walls.

M&L for preparing New plastered surfaces and applying two coats of distemper oil emulsion including chalk whitening preparatory to distempering on surfaces of ceilings.

Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

Chair iron simple seats

Podium

Information Boards

Trg Aids and Models :- Tanks -60 BMP model - 30 Artillary guns -30 Beads 01 ft small -01cm (Red & blue) -10 Each Beads 01 ft small -02cm (Red & blue) -10 Each Model huts various size -50 Bridges (02 inch, 04 inch- 15 each) Truck Models -30

Provn of Training shed with Sand Model at Hisar Mil Stn. (Air Condtioning)

1. Supply and install hi wall split units indoor/outdoor complete with cordless remote control unit capacity of 2 TR complete

2. Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA

3. M & L for Sub main wiring, two single core PVC insulated Copper multistranded conductor size 4 Sqmm and one single core 4 sqmm size ( Green in Colour ) for earth continuty conductor in and includinguding PVC Casing Caping with accessories fixed on walls, Ceiling surfaces etc., including connections at both ends complete including taking down old u/s sub main wiring.

4. S&F single pole and neutral enclosure with a two pin and earth plug socket complete with one single pole MCB of capacity 20 Amp.

Sand Model

Supply and install on wall mounted LCD TV 70 Inch with cordless remote control complete as directed

M & L for Wall fans with fitment complete as directed.

M & L for Focus light 20 watt complete as directed.

M & L for Focus light for stage 100 Watt complete as directed.

Supply only microphone cordless complete as directed.

Supply only Amplifier complete as directed.

Supply only Sound Speakers columns complete as directed.

Supply& Fix Full HD Projector complete as directed.

Supply & Fix Ceiling mounted for Projector complete as directed

M & L DG Set 7.5 KVA three phase with wiring & ancillaries complete as directed

M & L 500 mtr rail tgt trolley system (with wiring & ancillaries) complete as directed

M & L for digging of bore well, casing column pipe including installation 10 HP Submersible pump complete as directed

Supply& Fix Solar Lights complete as directed.

M & L for External light around SMR complete as directed.

Provn of Training shed with Sand Model at Hisar Mil Stn. (External Elect)

Supply & lay cable XLPE insulated, screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100Volts grade with stranded Alu conductor for the following sizes:-

120 sqmm 3.5 core

70 sqmm 3.5 core

25 sqmm 4 core

M&L for earthing with 600x600x6mm galvanised steel earth plate electrode buried vertically in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate at a depth of not less than 1.5m below ground level, connected to and including G.I. wire of size 32x6 mm by means of bolts,nuts and check nuts and washers of galvanised steel (and 50mm dia GI light grade pipe for protection of G.I strip) to the extent of 7.5 metres as earthing lead and connecting to the eqpt, viz transformer, L.T. kiosk etc. incl charcoal dust and salt packed all around the earth plate in the earth pit all as per electrical plate No. 5 of SSR Part I including PCC 1:2:4 type B1 with PCC Cover and 20mm dia light grade G.I. Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement, including excavation of earth work in any type of soil and testing after completion complete all as specified and directed.

Supply ,Installing ,testing and commissioning, factory made and tested,CPRI approved LT panel board out door type,weather,vermin proof, mounted on plateform with angle iron leg of size 50x50x 6 mm thick,suitable for 440 volts,3 phase 4 wire 50HZ AC supply system, conforming to IS-5039, made of 3 mm thick CRCA sheet with Bottom "C" Chanel 75 mm with cable chamber size of panel 1200x900x450 mm and aluminium bus bar 1.5 times of rated current of incoming MCCB with heat shrink insulation and mounting insulators, angle iron frame work of size 50x50x6 mm thick ,ventilation arrangement, powder coated paint of approved colour over a coat of red oxide primer complete all as specified and directed including the following:- MCCB 4 pole, 125 Amps, 25KA, 415 volts -01 No (Incoming) , MCCB 4 pole, 100 Amps, 25 KA, 415 volts -01 No , MCCB 4 pole 63 Amps 25 KA - 01 Nos (Outgoing), Indicator lamp R,Y, B LED type -01 Set, MCB SP 6-32 Amps - 03 Nos for control wiring protection, Digital type Ammeter with suitable rating CTs -01 Nos (g) Volt meter digital type - 01 Nos

Provn of Training shed with Sand Model at Hisar Mil Stn. (Ext Water Supply)

Supply and fixing GI pipe medium grade complete including fitting of size 40 mm dia

Supply and fixing GI pipe medium grade complete including fitting of size 25 mm dia

Supply and instaling Gun metal,globe or gate valves, with iron wheel head screwed both endsfor iron pipe or for unions and fixed of size 40 mm bore

Supply and instaling Gun metal,globe or gate valves, with iron wheel head screwed both endsfor iron pipe or for unions and fixed of size 25 mm bore

M & L for Constructing Brick masonery chamber 60 cm x60 cm x60cm inside made with subclass B old size clay bricks comprensive strength not less than 75 Kg/Sq cmk in cement mortor 1:6 for valve ( with direction marking ) and MS sheet 3.15 mm thick with handle & locking arrangement etc . PCC type B-1 (1:2:4with 20 mm thick graded stone aggregate ) necessary excavation , foundation concrete in PCC 1:3:6 type C1 ( 20 mm thick graded stone aggregate )andf inside plastering with cement morter 1:4 12 mm thick finished with flocating coat of neat cement PCC coping type B1(1:2:4with 20 mm thick graded stone aggregate ), MS angle iron of size 40X40X6 mm complete all as specified.

M&L for making connection by cutting of existing GI pipe 80 mm bore under ground pipes including inserting GI tee 40mm,Union including necessary earth work, jointing and jointing material etc copmlete all as specified

Excavation in trunches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth laying of cable, foundation for pole, stay etc and getting out in soft/loose soil complete, all as specified.

Returning filling with earth obtained from excavation including spreading, watering and consolidating in layers not exc 25cm in soft/loose soil complete, all as specified.

Removing surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete,all as specified.

Sand Model

M&L for point wiring with 1.5 sqmm PVC insulated unsheathed copper conductor multi stranded 1100 volts grade single core including one single core 1.5 sqmm PVC insulated unsheathed copper conductor cable as earth continuity conductor (colour green)drawn through and includinguding PVC casing and capping with all accessories fixed to all type of electrical fittings and earth terminals /earth dolly, complete with PVC rectangular block and rawl plugs fixed to walls / ceilings/ roofs with & including. 3mm thick MS sheet fabricated terminal boxes , flush mounted for mounting of switches , switch socket combination , fan regulator etc as required with 3mm thick hylam sheet top cover all as specified & as directed for the following :- (Cable Make : Finolex/Havells/Paragon/ Plaza. Make of Casing Caping : Modi/Asian/Presto Plast/Precision. Note : Colour code for Phase - Red/Yellow/Blue, Neutral - Black and Earth - Green to be used).

One light /Ceiling fan/Exhaust fan point controlled by one Switch.

One 3/5 pin switch socket 5/6 Amps on same board.

One 3/5 pin switch socket 5/6 Amps on Independent board.

All as per item No 2 above but with using 2.5 sqmm PVC insulated multi stranded copper conductor for independent switch socket out let 5 pin 5/15 Amps Points.

M & L for Sub main wiring, two single core PVC insulated Copper multistranded conductor size 4 Sqmm and one single core 4 sqmm size ( Green in Colour ) for earth continuty conductor in and includinguding PVC Casing Caping with accessories fixed on walls, Ceiling surfaces etc., including connections at both ends complete.

Supply & fixing switch piano 5 Amps, single pole, AC, 230 Volts, flush type, ISI Mark,complete all as specified and directed

Supply & fixing switch piano 15 Amps, single pole, AC, 230 Volts, flush type, ISI Mark,complete all as specified and directed

Supply & fixing Socket 6A-2/3 pin, single pole, AC, 230 Volts, flush type, ISI Mark,complete all as specified and directed

Supply & fixing Socket 15-2/3 pin, single pole, AC, 230 Volts, flush type, ISI Mark,complete all as specified and directed

S&F fan regulator Stepped type flush 220 volts,50Hz. complete all as specified and directed

S&F ceiling rose three terminals, ISI Marked.includinguding taking down old u/s ceiling rose,

Supply and fix LED light fittings 18/20 Watt LED luminaire comprises of thermally conductive material, Pre-wired with high efficiency electronic driver and IP 66 protection with emmiter, Better optics for uniform distribution LED Colour white 230 Volts along with fixing arrangements all as specified and directed by Enge-in-Charge Catpart No.

Supply and Fix light fittings 36 watt Recess Mounting , 3 way mounting arrangement (Recess, 2x2 Grid, Hanging) Sheet aluminium housing with high quality LGP and PMMA diffuser. Separate HPF driver suitable for Armstrong and grid ceilling. LED 240 volt along with fixing arrangements all as directed by Engr-in-charge

S & F MCB SPN rating 63 Amps working on 240 Volts, AC .

Supply and fix MCB SP 5 to 32 Amps.

Supply and Fix of MCCB VTPN , 4 way including MCCB 125 Amps 4 Pole, 26 KA, 415 Volts DB enclosure,includinguding complete all as specified and directed by Enge in charge.

Supply and Fix of MCCB VTPN , 4 way including MCCB 63 Amps 4 Pole, 16 KA, 415 Volts DB enclosure,includinguding complete all as specified and directed by Enge in charge.

Supply & fix fans ceiling complete with electronic type regulator and accessories 230 V,1200 mm sweep. BEE 5 star rated

8. Supply & fixing in replacement LED flood light luminaries of cap 80 watt ,SPD-10KV external with lense, 240 volt,Pressure die cast housing with IP 65 protection, heat resistant toughtened clear glass with frame complete with accessories , pre wired up to a terminal block and mounting attachment,including pvc connector for connection complete all as specified . Make :- BJFL 80 W LED I W W, of Bajaj, LFL-80-CDL/60 of CG, LF19-931-060-57-XX of Wipro

72. Supply & fixing in replacement LED street light luminaries of cap 70/72 watt, SPD -10KV internal with lense, 240 volt, ,pressure dia cast aluminium housing frame, heat resistant toughtened clear glass with frame complete with accessories , IP 66 protection, pre wired up to a terminal block and mounting attachment,including pvc connector for connection complete all as specified . Cat Part: BRTFG 72W LED V3 of Bajaj, LSTP-72-CDL of CG,LR02-781-XXX-57-G2 f Wipro.

Tatra Ramp

Surface dressing n exc 15 cm deep

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out

Cement concrete 1:4:8 using 40 mm graded stone aggregate in foundations, filling and mass-concrete.

RCC M-25 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter

RCC M-25 in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better

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 0.9mmdia or securing with clips quality conforming (Footing & wall/Column/Beam)

RCC M-25 in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)

Mild steel 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 0.9mmdia or securing with clips quality conforming to (RCC Slab)

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point

MRG RAMP

Surface dressing n exc 15 cm deep

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out

Cement concrete 1:4:8 using 40 mm graded stone aggregate in foundations, filling and mass-concrete.

RCC M-25 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter

RCC M-25 in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better

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 0.9mmdia or securing with clips quality conforming (Footing & wall/Column/Beam)

Walling of sqaured rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6.

Rendring 15 mm thick on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing in CM 1:4.

RCC M-25 in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)

Mild steel 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 0.9mmdia or securing with clips quality conforming to (RCC Slab)

Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide the 150mm deep and sides dressed; bedded in cement mortar 1:3, 20mm thick; joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner, 5% by weight of cement and struck flush

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point.