REPAIRS TO PATH, KERBS, PAINTING, STORM WATER DRAIN, CULVERT, HARD STANDINGS, BOUNDARY / SECURITY WALLS, FENCING, BARBED WIRE, CONCERTINA COIL AT AFS BEGUMPET UNDER GE (AF) HAKIMPET

Amount

Notes:- 1. Contractor need to purchase minimum 50% of all items mentioned in this CA within 20 days of getting sample approval and kept in custody so that no delay in work due to non-availability of materials will be faced. Contractor should ensure during the cause of work that he has minimum 25% of materials with him till the completion of item/date. 2. Contractor should buy the exact items which are given with catalogue reference. Other makes will be approved only by submitting non availability Certificate Company. Contractor need to remove all the dismantled items without delay. 3. Rate quoted for demolition/dismantling /taking down is inclusive of removing the same from site and dumping at given locations anywhere inside station. 4. If any painting works, contractor need to clean the area and remove the drop marks from floor, doors, windows, sills, inbuilt furniture items etc. otherwise a recovery of Rs 10.00 per sqm in internal paintings and Rs 5.00 per sqm for external paintings will be made from contractor. 5. Contractor should maintain separate registers for plumbing and carpenter repair works. Day to day complains should be noted in those registers with SI nos of complaints, location, qty of work, status of complaints and signature of incharge and stamp of the office. Format will be given from AGE B/R Office. Contractor should obtain the signature of incharge on the same day of work. These registers to be submitted to JE (Civ) on every weekend without fail. 6. List of complaints will be given to contractor on the first week of every month. Contractor should ensure all the works will be completed within that month itself. 7. Contractor should ensure that plumbing complaints resulting in wastage of water should be attended and rectified within 24 hours. Otherwise, a recovery of 25% of corresponding item will be made from contractor. 8. Contractor will make his own arrangement to store his items. 9. Some places in this contract where the vehicle will not reach the spot directly, the material will be moved manually in these places. The rate quoted will be considered all inclusive on this account. 10. All trade skilled labour required in this contract shall be present daily in working hours, irrespective of complaints received. 11. Complaint for a similar items may be in scattered / different area, quoted rate will be considered all inclusive on this account.

Dismantiling of mild steel work of any description not other wise provided for completed all as directed.

S&F angle/ flate iron/chanel framed work such as iron gate, ladder, SWT frame, grills, gratings,framed guard bars, etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confirming to Fe 290 Gde E-165 complete all as specified and as directed.

Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

M& L for Providing precast cement concrete in landings, cover slabs (for Drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar complete with joints to match with Type B1 1:2:4 (20mm graded aggregate) complete all as specified and as directed.

M&L TMT steel bars 10mm dia and over, 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 quality conforming to complete all as specified and as directed.

Demolition of cement concrete (unreinforced) of any description and in any position and disposed off to a distance exc. 500 mtrs and not exc.1.50 km all as directed by Engineer-in-charge.

M & L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, surface drain, wall, mass concrete and retaining wall etc complete all as specified & directed.

DemolItion of brick or stone/ boulder built in cement mortar.

M & L for Pre-cast cement concrete block masonry with solid blocks, Type C1 1:3:6 (20mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified and as directed.

M&L for walling of random rubble masonry uncoursed, Secunderabad type well bonded, bedded and solidly hearted in cement mortar 1:6 etc complete all as specified and as directed.

All as per item above but except stones (serviceable stone obtained from dismantling shall be made use of under this item).

M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in copings all as specified and directed.

M&L for PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in channel and drain all as directed.

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

M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 , finished even and smooth without using extra cement

M & L for rendering 15 mm thick stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing in cement mortar 1:4, finished even and smooth without using extra cement

Excavation in trenches not exc. 1.5 mtr wide and not exc. 1.5 mtr in depth and getting out in hard/dense soil all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.

M&L for 75mm thick PCC 1:3:6, type C-2 (40 mm graded agg) as in path, Hardstanding, plinth protection and similar work complete all as directed.

M&L for sand filling under floors of interlocking tiles including watering and consolidation

M&L for machine pressed precast concrete with grey cement and pigment interlocking paver block any shape and size confirming to IS-15658- 2006 of 60 mm thickness M 35 grade with gray cement all as directed.

M&L for 20 mm thick screed bed or bedding layer in CM 1:6 for laying of floor finish.

M&L for Colour Chequired cement concrete tiles 20 cm x 20 cm x 25 mm thick with grey pigment cement and pigmenst set ionted and pointed in neat cement slurry colour to match in floors .

M & L 100 mm thick Cement concrete type B1, 1:2:4 (using 20 mm graded granite stone aggregate) in sub base of flooring/ hard standing finishing the surface even and smooth

Forming construction (dummy) joints 65 mmx10 mm wide filled with sealing compound grade A.

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 5 mm), including making drainage opening wherever required complete.

Removing excavated material/soils / Debris to a distance exc. 500 mtrs and not exc.1500 mtrs, depositing where directed at a level not exc. 1.5 mtr above the starting point all as specified and as directed.

Dismandling of RCC fencing post in any section including taking out embedded portion.

Dismantling of fencing wire mesh, any size

M & L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete.

M&L Mild steel round bars 10mm dia and over, 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 quality conforming to Fe-410-W (Gde E 250) Quality A or Fe-290 (Gde E-165)

M&L for MS screw bolts (machine made)5to 10mm dia with hexangonal or squre head at one end screwd other or screwd end fitted with wishers and one hexogonal or square nut exc 5cm long all as directed.

Supply only PVC coated Chain link fencing of size 75 mmx 75 mm (Electriplating GI 2.5mm wire + 1.5 mm PVC Coating) 4 mm wire dia after PVC coating.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire

M&L Surfaces of any description, n. exc 10cm in width or girth and preparation of new untreated steel surfaces and applying two coats of synthetic enamel paint over a coat of Red oxide zinc chrome all as directed by Engineer-in-Charge.

M&L for preparing old painted steel and iron surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint, complete all as specified and directed.

S & F Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm barbs at 100mm spacing all as specified fixed in repair.

Fixing in repairs Restraining and resecuring including making good staples etc Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm barbs at 100mm spacing all as specified.

S&F in repairs Concertina coils super barbed bladed profile of dia 600 mm of and wt of coil for 50 spiral turns shall not be less than 9.0 kg shall not be stretched to more than 6.0 mt. blade shall be 0.50mm th galvanised steel strip and 2.5mm dia core wire fixed to angle iron brackets or masonry surfaces with necessary accessories like straining wires, fixing clips etc complete all as specified and as directed by Engineer-in-charge

Fixing in repairs of existing concertina coil fixed to angle iron brackets or masonry surfaces with necessary accessories like straining wires, fixing clips etc complete all as specified and as directed by Engineer-in-charge

S & F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 290 Gde E-165

Fixing only of Mild steel work in framed work such as grills, gratings,framed guard bars, ladders etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confiRming to Fe 290 Gde E-165

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