Provn of hard standing near Bldg No P-232 and P-236, fencing, hard standing ground, shelter, gate and parking shed with hard standing under AGE B/R-I 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.

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

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.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed by Engineer-in-charge.

M&L for hardcore of broken bricks, 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 providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and directed by Engineer-in-Charge.

M&L PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and as directed by Engineer-in-charge. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.

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 (1:2:4) type B-1 (using 20 mm graded crushed 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 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) nominal mix 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 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) nominal mix as in columns, pillars, piers, post and struts 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 (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for brick work built in CM (1:4) using sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls 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 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.

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 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.

S&F MS screw bolt 05 to 10mm dia, length of bolt exc 5cm and not exc 10cm 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 any mesh and any size 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 28 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc conforming to Fe-290 (Gde E- 165, complete all as specified & directed by Engineer-in-charge.

M&L for steel work as in square / tubular trusses, purlins, post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 including painted with one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed by Engineer-in-charge.

S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

S&F Mild steel bolts purpose made. with hexagonal or square head 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 30cm long diameter of neck exc 20mm and not exc 25mm 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.

M&L for flush pointing to bricks laid flat or brick tiles in pavings in CM (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for 75 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 B2 using 40mm graded crushed stone aggregate as in floor, top surface finished fair & even including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed. Note :- PCC shall be laid in alternate bays in panels of size not exc 2m x 1m and joints shall be filled with bitumen mastic (1:3). Quoted rate shall deemed inclusive for same.

M&L for non skid ceramic joint free coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for glazed ceramic tiles (coloured) 450mm x 300mm 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 80mm thick precast concrete rubberised interlocking paving blocks glossy finish M-40 having compressive strength not less than 400 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 dry over and including 25mm thick layer of local tibba sand cushining over 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 cement mortar (1:4) on 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 preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint over a coat of cement base primer and filling cement based putty in cracks 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 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

S&F 40 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.

Supplying, laying, jointing and testing 300 mm bore reinforced cement concrete pipes, class NP-2 including coller set in cement mortar (1: 1) complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 300 mm bore pipe complete all as specified and directed by Engineer-in-charge.

M&L for Modular point wiring complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated multistranded unsheathed copper conductor cable drawn in and including concealed PVC rigid conduit medium grade 20mm dia, pipe hooks, elbows, junction covers and junction boxes including cutting chases in walls for conduits and for sunken pressed steel terminal boxes and making good the disturbed surfaces of wall with all jointing accessories including provision of pressed steel sunken terminal boxes made of 1.2mm thick pressed steel sheet, 60mm deep of suitable length and painted with red oxide primer for mounting modular switches, sockets, fan regulator including suitable size modular plates fixed flush with wall including 1.5 Sqmm PVC insulated multistranded unsheathed copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point, bell point controlled by one switch complete all as specified and directed by Engineer-in-Charge. Note : The quoted rate shall be deemed to included with modular cover plates with frame of any colour and metal flush boxes of suitable size as directed by Engr-in-Charge.

S&F Modular switch piano 6 Amps single pole, one way, 01 Module complete all as specified and directed by Engineer-in-charge.

S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge.

S&F Energy efficient decorative ultra slim, prewired, Maxoled batten for T-8 LED retro lamp, polycarbonate body, 1.2m length, ultra bright, glass shell, glare free, wide angle single/ double side connection retrofit LED tube with G-13 lamp holder/patti 20 watt LED light fitting (Day cool light) including 20 watt LED tube with all accessories prewired fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LHFXCENNTN1W020 & LHLDDCXCML8Q020 / Crompton cat part No DIJB12LT8-20 & LGT8-16-865-2 or equivalent cat part No of makes mentioned in Appendix 'A' here-in-after.

S&F flush mounting factory made SPN DB 4 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 100 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and directed by Engineer-in-charge.

S&F MCB 6 to 32 Amps, Single Pole 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge.

S&F MCB 40 Amps, Single Pole & neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge.

M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade top of pipe with funnel & wiremesh, and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mm thick RCC cover, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 complete all as specified and directed by Engr-in-charge. Notes :- (i) Cost of GI wire upto 7.5m is included in this item. (ii) PCC 1:2:4, Excavation, earthwork is included in the quoted rate of this item. (iii) Cost of GI tubing upto 7.5m is included in the quoted rate of this item. (iv) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber. (v) Minimum weight of reinforcement for RCC cover shall be 1 KG.

Supplying, laying, jointing, commissioning and testing XLPE insulated screened PVC bedded, armoured, heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade of cross sectional area 10 sq mm 2 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc complete all as specified and directed by Engineer-in-charge. Notes :- (i) Excavation, earth work, sand cushioning, cable protection and GI pipe shall be measured & paid for separately under respective items of BOQ (ii) Road cutting / floor cutting /cutting holes etc in walls required for laying/fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall deemed to be inclusive of the above provisions.

M&L for dry sand (Tibba sand) and punning for cushioning to underground cable complete all as specified and directed by Engineer-in-charge Note: - For payment purpose thickness after punning shall be measured.

M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable all as specified and directed by Engineer-in-Charge.

S&F Galvanized iron tubing, 25mm bore light grade, ISI marked, including all fittings and laid in trenches / under road / drains, fixed to poles / walls with required numbers of clamps made out of 25x3mm flat iron, bolts, nuts and washers for protection of LT electric cable complete all as specified and as directed by Engineer-in-charge. Notes :- (i) Excavation & earthwork shall be measured & paid for separately under respective items of BOQ (ii) Cost of flat iron clamp if required is included in the unit rate of this item. Nothing extra shall be paid on this account..

SHIVA BUILDERS

BANSAL BROTHERS

M/S Shree Ram Enterprises

Gill Construction Co

AK CONSTRUCTION

M/s JUGAL KISHORE MISHRA AND SONS