SPL REPAIR TO SECURITY WALL AND DRAINAGE NEAR DHRUVA OFFICERS MESS UNDER GE (SOUTH) UDHAMPUR

Amount

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed by Engr-in-Charge.

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

Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling, sub base and mass concrete all as specified.

Plain cement concrete1:2:4 type B-2 using 40 mm graded stone aggregate as in channels and drains, foundation and similar work etc complete all as specified and as directed.

Providing cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) in steps, seismic and other similar bands, parapets and railings up to 60 cm in hieght, coping, kneeless apex stones , bed plates, roof padding, kerbs not provided for including weathering, slightly rounded or chamfered angles including necessary formwork complete all as directed and specified.

RCC M-25 design mix (20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed by GE/Engr-in-Charge.

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

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted , built in cement mortar 1:6 complete all as specified and as directed.

15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.

Raised pointing to random or polygonal rubble stone Masonry, uncoursed or brought upto courses, in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge.

Reinforced concrete pipes 600mm bore ,class NP2,laid and jointed complete with coller all as specified and as directed.

Concrete bed to drain pipes of 300mm bore, including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregates, complete all as specified and as directed by Engr-in-Charge. NOTE: Thickness of bed is 10 cm and width of bed is 30 cm plus external dia of pipe.

75mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches, floors and similar work, complete all as specified and as directed by Engr-in- Charge.

Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engr-in-Charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.

Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate ) for manhole cover septic tank covers slabs etc including necessary form work and set in CM (1:4). (Note:- reinforcement will be measured and paid seperately.)

Plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, complete, all as specified and directed by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engr-in- Charge.

Dismantling old unserviceable barbed wire/fencing wire mesh, any type, complete all as specified and as directed by Engr-in-Charge.

Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engr-in-Charge.

Formwork 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, to obtain rough finished flat surfaces of concrete complete all as specified and as directed.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

Form work to sides and sofits of floor or roof beams, beams haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc to obtain rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

Form work to sides of pillars, posts, struts, piers, columns and stanchions etc, square, ractangular or polygonal, to obtain rough finished flat surface of concrete complete all as specified and as directed.

RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, removing all type of vegetation (like peeple tree etc) scrubbing down with water complete, all as specified and as directed by Engr-in-Charge.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.

Description all as per item No 32 above but except bricks.

Preparing newly plastered or unplastered surfaces of wall applying two coats of cement base paint over and including a coat of primer, complete all as specified and as directed by Engr-in-Charge.

Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed by Engr-in- Charge.

Mild steel 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 as directed by Engr-in-Charge.

Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed.

Preparation of new steel or iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide chrome primer, complete all as specified and as directed by Engr-in-Charge.

Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and strainning and fixing to any type of standrad rails strainning bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line of wire is to be measured )

Punched tape concertina coil (including spike and handle) with 50 turns and 1050mm dia,width of barbed 9mm and spacing of clips 23.5 mm to 24.5mm c/c weight of coil will be 10 to 14 kg without packing and coil length will be 6m when opened up etc, complete all as specified and directed.

vijay constrction co

RAMAN CONSTRUCTION CO

RAJ MOHD

khajuria builders

M/S SUSHEEL KUMAR Govt. CONTRACTOR