CA NO GE(N)AMB-73/2022-23 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORKS IN OTM ACCN-I, II,III,IV AND V AND OTHER AREAS OF AGE B/R-I UNDER GE (NORTH) AMBALA CANTT

Amount

Dismantling posts or struts (wood, steel or R.C.C) any section , including taking out embedded portion and making good distrubed ground (posts embedded in natural ground etc.) complete all as specified and as directed by the Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion in concrete, brick work, masonery etc and making good disturbed ground surfaces complete all as specified and as directed by the Engineer-in-Charge.

Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick ,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M & L mild steel work in hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, 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 410-W (Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge

Supply and fixing galvanized, 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 galvanized mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by the Engineer-in-Charge.

M&L rolled mild steel framed work as in ornamental and intricate design door or gates of angle or other section with gusset plates, rails, braces etc. complete, drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing conforming to Fe-410-(Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.

S&F 1.25 mm thick mild steel plain black sheet in wall cladding, steel gates and similar work cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up mitred angles etc as required, complete all as specified and as directed by the Engineer-in-Charge.

M & L mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders,walk ways, railings conforming to Fe.290.Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of barbed wire fencing of any type/size and in any position, neatly coiled and removing from site complete all as specified and as directed by the Engineer-in-Charge.

Supply only chain link fencing made from 3mm to 4mm dia mild steel galvanised wire having mesh size 100mm x 100mm or as directed complete all as specified and as directed by the Engineer-in-Charge.

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 complete all as specified and as directed by the Engineer-in-Charge.

M&L mild steel round bars 10mm dia and over ,cut to length, bent to shape, hooking ends for tying chain link fencing complete all as specified and as directed by the Engineer-in-Charge.

S & F 5-10mm dia of shank mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5 cm but n exc 10cm long complete all as specified and as directed by the Engineer-in-Charge.

Dismantling structural steel work including doors, gates, grills and stiffner for securing chain link fencing including nuts, bolts etc but excluding framed trusses etc complete all as specified and as directed by the Engineer-in-Charge.

M & L restraining resecuring of existing loose barbed wire of any size including making good staples etc complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of new steel and iron surfaces of any description, not otherwise dscribed, 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 as directed by the Engineer-in-Charge.

M & L preparation of new steel and iron surfaces of any description, not otherwise described, not exceeding 10 cm width or girth when unconnected with other painting or when painted in different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.

M & L taking out loose concrete/plaster from existing RCC fencing post, removing loose particales by brushing and providing rendering 15mm thick or as required in CM 1:3, finishing the surface even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (reinforced) in slabs, cover slabs and the like in any position complete all as specified and as directed by the Engineer-in-Charge.

M & L precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete with joints to match, except blocks or slabs complete all as specified and as directed by the Engineer-in-Charge.

M&L 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 complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exe 15 cm thickness (below or above ground level) and surface channel complete all as specified and as directed by the Engineer-in-Charge.

M & L 100 mm thick PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M & L 75 mm thick PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L vibratory rubber moulded precast coloured concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 80 mm thickness, grade M-40 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.

M&L vibratory rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.

M & L 40mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in floor, laid in alternate bays and surface finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M & L PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in surface channels and drain including form work whereever required complete all as specified and as directed by the Engineer-in-Charge.

M & L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, mould, mitred/ stopped end etc complete all as specified and as directed by the Engineer-in-Charge.

M & L 100 mm thick PCC 1:2:4 Type B2 using 40mm graded crushed stone aggregate as in floor/ hard standing etc, finished surfaces even and fair without using extra cement including finishing surface of concrete by brooming with brooms whilst concrete is green complete all as specified and as directed by the Engineer-in-Charge.

M & L chequered coloured cement concrete tiles 30cm x 30cm x 25mm thick, machine pressed, set, jointed and pointed in neat cement slurry with grey cement and pigments as in path etc over and including 20 mm thick screed bed CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M &L 10mm thick out door coloured paver tiles heavy duty of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 20mm thick screed bed in cement mortar 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge.

Cleaning of sewage line upto first man holes by any means and removing blockage of WC, EWC, Bathroom, floor trap of WHB/Kitchen pipe etc complete all as specified and as directed by the Engineer-in-Charge.

Cleaning of sludge from the manholes by taking out loose sediment sand, girt, ash, sludge water, rags, fibres or vegetation including removal of sludge/debris to a distance exceeding 250m but n exceeding 500m and buried under ground complete all as specified and as directed by the Engineer-in-Charge.

Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M & L PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

Cutting into existing manholes for connecting new drain, making good to pipe for 110 mm dia and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and as directed by the Engineer-in-Charge.

S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors as in repair complete all as specified and as directed by the Engineer-in-Charge .

M&L concrete bed to drain pipes of bore 110mm including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports complete all as specified and as directed by the Engineer-in-Charge . Note:-(i) Thickness of bed belew barrel of pipe -10 cm. (ii) Width of bed :- outer dia of pipe plus 30 cm.

Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.

M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L brick work with sub class 'B' old size bricks using old servicable bricks including cleaning of old bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M & L taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge

M&L rendering 15mm thick in cement plaster 1:4 on any faces of brick work or concrete wall surfaces and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in charge.

M & L washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified and as directed by the Engineer-in-Charge(quoted rates of this item shall be deemed to include the cost of providing grooves and nothing extra shall be admissible).

M & L plain cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork for rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.

M & L brickwork with sub-class `B` old size bricks in half brick thick wall straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge

M & L flush pointing to brick work in half brick thick wall as in drains in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L preparing new plastered surfaces and applying two coats of cement base paint on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement base paint over prepared surfaces of wall, pillar, cornices etc complete all as specified and as directed by the Engineer-in-Charge.

M & L preparation of old decorated brick/concrete, plastered / unplastered surfaces of walls by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying/finishing walls with acrylic smooth exterior paint of required shade (two or more coats applied @ 1.67 ltr/10 sqm) complete all as specified and as directed by the Engineer-in-Charge.

Ashwani Kumar

Swami Enterprises

Durga Enterprises

shiv const co

RONKI RAM AND COMPANY