CONSTRUCTION OF OPEN COVERED PLINTH, DRAINAGE SYSTEM AND PARKING SHED UNDER AGE BR-V OFFICE OF GE NORTH BATHINDA AT BATHINDA MIL STN

Amount

Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and excavation after sepration of grass, roots, bushes etc and dressing and removing from site all grass, roots and extra soil if any complete all as specified and as directed by Engineer-in-Charge.

Excavation in post holes in soft/loose soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Labour for earth removing and filling under floor/plinth, spreading, levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming including watering as required and consolidation complete all as specified and directed by Engineer-in-Charge. Note :- Extra Earth obtain from excavation (same site) shall be re-used.

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

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in foundation filling, bed block, for embedded fencing posts, hold fast blocks & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.

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

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded posts & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for Cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels and drains and surface finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:2:4) type B0 using 12.5 mm graded stone aggregate as in coping on brick wall (channels/drain wall) & similar work etc including necessary form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for 100mm thick cement concrete (1:2:4), type B-2 using 40 mm graded stone aggregate as in floor, ramp, hard standing, paving/path etc, in panels size as directed with provision of dividing strips and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Dividing strips shall be measured and paid separately under appropriate item of BOQ.

Supply & fixing 1.5mm thick, 38mm wide PVC dividing strips inserted in position to the required design/ pattern all as specified & directed by Engineer-in- charge

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

Material and labour for brick work in half brick thick wall using burnt clay bricks (sub class 'B' old size burnt clay bricks) straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in- charge.

Material & labour for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)

Supply only fine sand without silt (Fazilka/Zera or any other approved sources) for filling under interlocking tiles and the interstices etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe of size upto 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earrh work and concrete bed shall be measured and paid separately under appropriate item of BOQ.)

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

Supply and fixing Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick, any colour having tensile strength of 550 Mpa as in ridge (including cutting and bent to shape), roof covering, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.

Material and labour for mild steel framed work, framed/truss work (design for framing as directed by Engineer-in-charge) made by using hollow square/rectangular/round pipe (ERW), or other section like angle, tee, plate, distance pieces, cleats etc. and cut to shape, drilled and counter sunk for screw, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and fixed with angle cleats or other connecting plates, gusset plates, brackets, bending and welding, riveting etc, conforming to Gde Fe-410-W (Gde E-250 quality A) complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for mild steel work tubular poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 complete all as specified & directed by Engineer-in- charge.

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down or by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.

V K CONTRACTOR

VISHAV CONSTRUCTIONS

KARTIK BUILDERS

M/s Balvinder Singh Engineer and Contractors

R K GOYAL & COMPANY

M/s HANS BROTHERS

M/s Verma Construction Company

Singla Enterprises

M/s Abnash Kumar Bholla

M/s DHEERAJ JAIN CONSTRUCTION COMPANY

SHARDA ENTERPRIES

M/s MITTAL CONSTRUCTIONS

Dhriti Constructions