PROVN OF 02X OVERHEAD SHEDS AT BN URO, , CERTAIN MINOR WORK AND INCOMPLETE ITEMS OF SPECIAL REPAIRS GATES DOORS IN RO BLDG NO P-01, P-03, P-04, P-07 OF ATTA SHEED OF ASC COY AT BD BARI MIL STN UNDER GE KALUCHAK

Amount

Taking down chowkhats or frames area exc. 1.50 Sqm but not exc. 4.00 Sqm each with shutters (without taking off shutters from the frames) complete all as specified and directed.

Taking down shutters of any description exc. 1 sqm and not exc. 2 Sqm each, complete all as specified & directed.

Dismantling of old rusted galvanised barbed wire/plain GI wire of any size & type in any position, complete all as specified & directed.

Demolition and breaking up drain pipes of any size (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Dismantling of structural steel work including doors, gates but excluding framed trusses complete all as specified and directed.

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

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 complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.

Excavation in post holes (or similar holes) each not exc. 0.50 Cum, getting out, returning, filling and ramming earth or broken rubble mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance not exc. 50 m and making good surface as in hard / dense soil complete all as specified and directed.

Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed

M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-1, using 20 mm graded stone aggregate, as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves and the like complete all as specified and directed.

M & L for providing plain cement concrete, type C-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

M & L for cement concrete 1:2:4 type B-2, using 40 mm graded stone aggregate as in surface channel or drain complete all as specified and directed.

M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in benching,water throughts etc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.

M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-0, using 12.50 mm graded stone aggregate, 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 platesetc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.

M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.

M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.

M & L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc. 200 mm thick horizontal or slopping in fair finished surface of concrete complete all as specified and directed.

M & L for Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work finished rough) complete all as specified and directed.

M & L for form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed..

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia securing with clips complete all as specified and directed.

M & L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

S & F of steel work as in tubular posts or rectangular hollow section including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS – 1161-1979 grade ST-240 complete all as specified and directed.

S & F of rolled mild steel framed work as in doors 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 steel hanging door fitting and also fastening complete all as specified and directed.

S & F of mild steel framed work such as gate 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, railing, frame work of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

S & F of mild steel Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be complete all as specified and directed.

S & F of rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantry, rails, fastening, heavy bracket framing (Beam, tee, angle, channel or flat section), including distance pieces, cleats etc. confirming to Fe 410 -W(Gde-E- 250) quality-A including cutting, welding etc. complete all as specified and directed.

S & F of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, straining bolts at ends, staples or steel pins etc. complete all as specified and directed.

Restraining resecuring of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including making good staples complete all as specified and directed.

S & F of barbed razor tape concertina coil SG hot galvanised spring tensile wire as approved by GE and dia of coil when stretched 1.00 Mtr having minimum number of circles 10/RM ,Minium number of clips 15/RM and minium weight of coil 0.96 Kg/Rm hot dip galvanised complete all as specified and directed.

S&F for 1.25 mm thick Steel rolling shutters, gear operated type with bevel gear box and crank handle, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type complete all as specified and directed.

S & F of Pre- painted galvatume 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 as specified complete all as specified and directed . NOTE:- Corrugated shape of sheet shall be approved by GE

S & F of Pre- painted galvatume aluminum zinc coating GI based plain 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 as specified complete all as specified and directed .

M & L for150 mm thick cement concrete 1:3:6 type C-2, using 40 mm graded stone aggregate as in sub base of floor/hard standing complete all as specified and directed.

M & L for 75 mm thick cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate as in sub base finished fair complete all as specified and directed.

M & L for 100 mm thick cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as laid in alternate bays finished the surface even and fair without using extra cement complete all as specified and directed.

M & L for 40 mm thick cement concrete type B-0, 1:2:4 (using 12.50 mm graded stone aggregate) as in sub floor of floor finishes, finished even and rough complete all as specified and directed.

M & L for glazing ceramic coloured designer seamless tiles 300x600x7 to 8 mm thick on ventical surface as in skriting , dado set and joint with neat cement slurry and pointed in coloured cement to match complete all as specified and directed. NOTE: - RENDERING SHALL BE MEASURED AND PAID SEPARATELY.

M & L Non - skid joint free ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed. NOTE: - SCREED SHALL BE MEASURED AND PAID SEPARATELY.

Providing and laying machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth (without using extra cement)complete all as specified and directed.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth (without using extra cement)complete all as specified and directed.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth without using extra cement using integral water proofing compound as per manufacturer,s instructions , complete all as specified & directed. NOTE:- Integral water proofing compound shall be measured & paid seprately.

Supply only water proofing compound ( (Liquid) complete all as specified.

M & L for 10 mm thick rendering other than fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth (without using extra cement)complete all as specified and directed.

M & L for 15 mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor finishes finished even and rough complete all as specified and directed.

M & L for 10 mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar 1:4 on vertical surfaces of wall finished even and rough suitable for laying wall tiles complete all as specified and directed.

S & F of 3 mm thick plain, ordinary quality sheet glass and glazing with oil putty or fixed with beads in square not exc. 0.5 sqm in each pane complete all as specified and directed.

M & L for preparation of newly plastered or un-plastered surfaces of walls and applying three coats of white wash complete all as specified and directed.

M&L for preparation of old decorated plastered or unplastered surfaces of walls, cornices etc by brooming down or steel wire brushing down scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots, and applying one coats of cement base paint complete all as specified and directed.

M & L for preparing newly plastered or previously untreated wall ,chajjas, facias,parapets wall surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed.

M & L for complete removal of old finishes from wall by scrapping, rubbing down, with sand paper to have even and smooth surfaces and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

M & L for preparation of new or previously untreated wooden surfaces exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

M & L for preparation of steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.

M&L for preparation of old painted wood and wood based surfaces of any description not otherwise described over 10 cm width or girth including knotting and stopping and applying one coat of synthetic enamel paint (any tint/Shade) complete all as specified and directed.

M&L for preparation of old painted steel and iron surfaces of any description, over 10cm in width or girth, not otherwise described and applying one coat of synthetic enamel paint (any tint/shade) complete all as specified and directed

M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for 150 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointed as per manufacturers instructions, complete all as specified & directed. Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items.

Construction of soakage well 3.00m internal dia and 3.00m depth including excavation in any type of soil, PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in footing brick honey comb/ solid brick masonry in cement 1:4, RCC (M-25 design mix) cover slab filled with brick bats including intercepting chamber screen chamber and disposal of soil, complete all as specified and shown on CE Pathankot Zone TD Drawing No CEPZ/C-TD/013/13 Sheet 1 to 5. Note : 1. During excavation if unexpected water is encountered, the same shall be bailed out / de-watered by the contractor mechanically or manually without any extra cost. 2. The excavated surplus soil shall be removed to a distance exceeding 500mtr and not exceeding 1500mtr and deposited where directed by the Engineer-in-Charge.

S & F of 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall /floor complete all as specified and directed.

S & F of 150 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall /floor complete all as specified and directed.

M/S SUDAGAR MAL (BID ID -3115663)

KAMAL CONSTRUCTION (BID ID -3115300)

GENESIS INDIA (BID ID -3116203)

M/S VED PAUL MAHAJAN (BID ID -3118774)