GE CHD T 16 2025 26

Amount

Dismanting of mild steel of any description not otherwise provided for inany location and any position complete all as specified and directed by Engineer-in-Charge.

Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar etc but excluding ashlar facings,dressed stone work and precast concrete articles or any other descrption etc complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts embedded in concrete, brick work, masonry, etc. (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Dismantling of fencing wire mesh,expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete, all as specified.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5 mtr but not exc 3.0 mtr, as directed by Engineer-incharge complete, all as specified.

Broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beabs,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge.

Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge.

Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge.

Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge

TMT steel bars 10mm dia and over, of grade Fe-500D 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 complete all as specified and directed by Engineer-in-Charge.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining walls,abutments and similar works except stones complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Rendering 15 mm thick in cement mortar 1:4, on stone masonary surfaces or surfaces other than fair faces of brick or concrete surfaces i mixed with water proofing compound , trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.

Supply only liquid water proofing comound ISI Marked complete all as specified and directed.

Preparation of new external surfaces of walls brooming down, applying two coats of cement based paint white or tinted over a coat of primer including properly filling the cracks with putty, etc complete all as specified and directed by Engineer-in-Charge.

Plain Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in in walls or retaining walls,any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) and the like complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copings, apex stones,benching in manholes, haunching around manhole frame for settting and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.

Removing of surplus soil/ excavated material to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge.

Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge.

Mild Steel framed work 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., and similar work conforming to Fe-290 Gde E-165 complete all as as specified and directed by Engineer-in-Charge.

Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed.

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 strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete, all as specified and directed by Engineer-in-Charge.

Preparation of new or previously untreated steel and iron surfaces of any description over 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 directed by Engineer-in-Charge.

Fibre glass reinforced translucent plain steel sheet 2.0 mm thick of any colour as in roof covering/cladding to wall, fixed with coach screws and washer etc complete all as specified and as directed by Engr-in-charge.

Supply and fixing chain link fencing of mesh size 50 mm x 50 mm with dia of wire 4 mm including line wires, rails, straining bolts, etc including provission of binding wire complete all as specified and directed by Engineer-in-Charge.

110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-Charge.

80mm thick non skid prepolished machine pressed precast concrete ( M-40 grade) interlocking paver block manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment(Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed.

60mm thick non skid prepolished machine pressed precast concrete ( M-35 grade) interlocking paver block manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment(Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed.

Sand filling under floors or in foundations including watering and consolidation as in sub base complete all as specified and directed by Engineer-in-Charge.

Plain Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregate as in foundation,sub base,path,floor,hardstanding complete all as specified and directed by Engineer-in-Charge.

Prepolished chequered PCC factory made tiles, ISI marked, 25 mm thick of size 250 mm x 250 mm, machine pressed and cut polished and set jointed and pointed in neat cement slurry and fabricated using grey cement & pigments. over and including 15 mm thick cement mortar (1:4) bedding joints grouted flush in cement mortar (1:3) complete all as specified and directed by Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed.

PCC 1:3:6 type C-1 using 20 mm graded mechanically crushed stone aggregate as in surface channels and drains including necessary use and waste of form work complete all as specified and directed

Extra for forming fair finished drains or channels 60 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends complete all as specified and directed.

Broken stone or boulders hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level etc complete all as specified and directed by Engineer-in-charge.

Note: For the purpose of arriving at Net Contract sum amount, the amount of credit schedule (i.e Rs 1,34,956.25 shall be deducted from the total amount arrived.

Total of Schedule 'A' Rs.

Bairagi Builders (BID ID -3449611)

His Construction Company (BID ID -3455543)