REPAIR TO DRAIN, RETAINING WALL, SECURITY WALL FENCING AND GRILLS AND OTHER WORK UNDER AGE B/R-I AREA AT YOL CANTT

Amount

PART-I:- Demolition of brick work or stone/ boulder masonry built in cement mortar including all quoins arches, pillars complete all as specified.

Demolition of cement concrete (unreinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), un-reinforced, complete, all as specified.

Demolition of cement concrete (reinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), reinforced, complete, all as specified.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete all as specified.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, all as specified.

Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, as in foundation, all as specified.

PCC M-15, nominal mix, B-0 using 12.5mm graded mechanically crushed stone aggregate as, in lintels up to 1.5 metre clear span cuts, steps seismic and other similar bends, coping, bands plates for serving hold fasts etc. and the like including weathering slighting rounded or chamfered angles and throating complete all as specified. Note:- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.

Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified.

All as per Serial Item No 08 above but except bricks, all as specified. Note:- Servicable stone retrieved from Serial Item No 01 shall be reused.

Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), all as specified. Note: Locally available slate stone shall not be used.

All as per Serial Item No 10 above but except stone, all as specified. Note:- Servicable stone retrieved from Serial Item No 01 shall be reused.

MS angle iron work in 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, all as specified. Note:- Unite rate is also included locking holes after fixing of barbed wire and welding to bent portion.

Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., fixed in repair complete all as specified. (Each line wire to be measured)

Restraining and resecuring existing barbed wire any description, including making good stapples and tying with mild steel binding wire (wherever required) etc complete all as specified.

Plain cement concrete M-10, nominal mix, type C-2, using 40 mm graded mechanically crushed stone aggregate as in sub base/below tiles, 75mm thick, surface finished even and fair to receive top surface, all as specified.

Chequered cement concrete tiles machine pressed of size 20cmx20cmx 25mm thick with grey cement, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified.

Machine pressed precast concrete interlocking paver block, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment laid over and including 50mm thick sand cushion, joints of tiles filled with dry sand and compacted with mechanical vibrator complete all as specified and directed.

Taking down cement plaster on brick or stone surfaces etc. including raking out joints, hacking for key, scrubbing down with water etc., all as specified.

Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

Rendering cement plaster 15mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) on other than fair faces of brick wall or on stone masonry surfaces, surface finished even and smooth without using extra cement, all as specified.

Raised pointing, to random rubble masonry, uncoursed or brought upto courses in cement mortar (1:4) Complete all as specified.

Applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, all as specified.

Reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 450mm, all as specified.

Dismantling wrought iron or mild steel work of any description not otherwise pprovided for, complete all as specified.

TMT bars 5 to 10mm dia, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in stirrups, spacers and binders, all as specified.

Precast cement concrete M-10 (Nominal mix) type C-1, (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 (1 cement : 6 coarse sand) as in bond stones and the like all as specified and as directed. Note:- (i) Cost of form work shall be deemed to be included in unit rates quoted.

Plain cement concrete M-10 nominal mix, type C-1 using 20 mm graded mechanically crushed stone aggregate as in surface channel and drains (including necessary form work) including forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds etc. all as specified.

Precast cement M-15 nominal mix, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified.

Reinforced cement concrete, M-15 (Nominal mix), type B-1, (with 20mm graded crushed stone aggregate as) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, all as specified.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)in rough finished surface of concrete complete all as specified.

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 ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, all as specified.

Broken glass coping on top of walls in cement mortar 1:3 including taking and removing rubbish.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete.

Two coats of cement base paint on newly plastered surface of wall including preparation of surface complete all as specified and directed.

Cleaning/desilting of the drains by removing foreign materials / silt/ greasy materials / earth from the drains, bed/bottom width of drain exc. 30 cm, removing the excavated material from site to a distance n exc. 50 mtrs and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and as directed by Engineer-in-Charge.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, as in weep holes of bore 110mm complete, fixed in repair all as specified.

Painting/marking line n.exc 10cm wide white or golden yellow etc. Complete all as specified and directed.

M/S AMOLAK SINGH AND SONS

ASHOK KUMAR JAIN

VIJAY KUMAR LAKHNI

Ms Sunil Kumar

surinder kumar jindal & bros.

M/S VIG AND COMPANY