Provn of FOL storage shed at MT area, perimeter chain link fencing with two gate from LAO office to JCO Mess and overhead shelter size 10x8 Mtr under GE (Army) Suratgarh at Suratgarh Mil Stn

Amount

Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.

Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance exc 1.5 KM and not exc 5 KM and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.

M&L Moorum/red bajri filling in floors or pavings, laid in layers not exc 15 cm thick spread, levelled and rammed including watering complete all as specified.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.

Supply only liquid water proofing compound ISI marked complete all as specified and directed by Engineer-in-charge

M&L for hardcore of broken stone / boulders gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .

M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge

M & L for plain cement concrete (1:3:6) type C-1 using 12.5mm graded stone aggregate as in filling of pressed steel frame, chowkats, hold fast blocks and other similar items etc complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block, roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and other similar works complete all as specified and directed and directed by Engineer-in-Charge.

M&L for reinforced cement concrete M-25 design mix using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc ; basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engineer-in -charge.

M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in beams , cantilever, bressummer, lintel over 1.5m span and similar work complete all as specified and directed by Engineer-in-Charge

M&L for providing reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate as in chajjas and the like complete all as specified and directed by Engineer-in-Charge.

M&L for providing reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate as in column, pillars, piers, posts and sturts complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for use and waste of form work 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, vertical or to batter for rough finished surfaces of concrete flat complete all as specified and directed.

M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for use and waste of form work to flat surfaces of chajjas, chullah hoods, troughs and similar items including edges for rough finished surfaces complete all as specified and as directed by Engineer-in-charge.

M&L for use and waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.

M&L for Square, rectangular or polygonal use and waste of form work to sides pillars, posts, struts, pier, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed.

M & L for Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exceeding 10cm wide but not exceeding 20cm wide, surface flat for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for 30mm thick flush shutter solid core construction with block board core & ply wood face panels, commercial type on both faces complete all as specified and directed by Engineer-in-charge.

S&F 200 mm long aluminium anodized barrel tower bolts of extruded section (ISI marked) complete all as specified and directed by Engineer-in-charge.

S&F 100mm size mild steel butt hinges cold rolled medium weight (ISI marked) complete all as specified & directed by Engineer-in-Charge.

S&F 300mm long aluminium alloy anodised sliding door bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy (ISI marked) complete all as specified & directed by Engineer-in-Charge.

S&F 150mm long extruded aluminium handles, anodised, fabricated type (ISI marked) complete all as specified and directed by Engineer-in-Charge

S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.

S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding 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-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

S&F 4mm dia plain mild steel wire, galvanised class 3, in fencing including straining and fixing to wood, concrete or steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc. as directed (each line of wire to be measured) complete all as specified and directed by Engineer-in-charge.

S&F mild steel work such as in flat iron fillets conforming to Fe-290 (Gde-E-165) to secure chain link fencing / fixing of barbed wire to steel post incl all necessary cutting, drilling bilting / reveting etc as per site requirement & other similar work complete all as specified and directed by Engineer-in-charge.

S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.

Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge. Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.

Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge. Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.

S&F galvanized 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, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.

S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.

All as per serial item No 43 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.

S&F 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, framed balusters, walk ways, railings, cooler stand 12mm sq guard bar, framework of water tanks and similar works of quality Fe 290 (Gde E-165) etc complete all as specified and directed by Engineer-in-charge.

M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed by Engineer-in-charge.

M & L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

M & L for Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

S&F pressed steel frames for door of size 105x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc made out of mild steel sheet of 1.25mm thickness complete all as specified and as directed by Engineer-in-charge.

S&F factory made steel ventilator with top hung shutter including hinges, steel peg stay, handle including one shop coat of Zinc Chromate primer and cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified and directed by Engineer-in-charge.

M&L for cleaning of all loose dirt and dust from roof and priming the surface with one coat of cold applied bituminious primer @ 0.40 Kg/Sqm conforming to IS:3384 and applying a layer of APP based polymeric membrane not less than 3 mm thick, weighing not less than 3.5 Kg/Sqm, reinforced with polyester non woven fabric (weighing not less than 150 gms/Sqm) and upper side of membrane thermally insulated with white gravel finish uniformaly embedded during manufacturing process. It shall be laid by torch application having side over lap 75 mm and at the end 100 mm, all overlaps and joints shall be sealed by torch application. For parapet, membrane shall be taken to a height of minimum 60 cm and inserted inside the parapet in a groove to a depth of 65mm. The same shall be furnished by a membrane flashing. Note : The net area of water proofing treatment shall be measured without any extra allowance for laps & portion inserted in groove which shall be deemed included in the quoted rates.

M&L for providing a layer of lime concrete average thickness 50mm over APP membrane complete all as specified and as directed by Engineer-in-charge.

M&L 20mm thick screed bed or bedding layer of cement mortar 1:3 over roof surfaces without using extra cement for screed bed with water proofing compound (WPC) complete all as specified and as directed by Engineer-in-charge.

M&L for 40mm thick brick tiles laid on and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement with water proofing compound complete all as specified and directed by Engineer-in-charge.

M&L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

M&L for 100 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for 75mm thick PCC (1:2:4) type B-2 using 40mm graded crushed stone aggregate as in flooring finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge.

M&L for glazed ceramic tiles (coloured) 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.

S&F factory casted 60mm thick machine pressed cement concrete interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in two layer on fair faces of brick masonry or concrete surfaces of walls consisting of 1st layer of 10mm thick plaster in CM 1:4 and 2nd layer (setting coat or top layer) of 5 mm thick plaster in CM 1:4 mixed with water proofing compound (ISI marked) @ 3% by weight of cement or as per manufacturer’s instructions, finished fair & even, complete, all as specified. Note : - Supply only water proofing compound shall be measured and paid for separately.

M&L for 10mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for 5mm thick rendering in cement mortar (1:3) on brick or concrete surface of ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description not otherwise described 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.

M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a 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 Engineer-in-Charge

M&L for preparation of wood, steel, iron, concrete, brick, stone etc surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of black bituminous paintt over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge

HARPREET SINGH CONTRACTOR

SAHIL BUILDERS

AK CONSTRUCTION

PAREEK AND COMPANY

Gupta Suppliers

M/s JUGAL KISHORE MISHRA AND SONS

M/S MANIRAM BISHNOI