REPAIR/REPLACEMENT OF ROLLING SHUTTERS, VENTILATORS, PLINTH PROTECTION, FLOORING, PLASTERING AND OTHER RELEVANT WORKS AT FAD BHARATPUR

Amount

M&L for greasing and easing of rolling shutter of size not exc 13 Sqm alongwith the guide channel, helical spring, anchoring rod and all other as to work the shutter in easy way complete all as specified and as directed by Engineer in Charge

M&L for greasing/oiling and easing of steel door with channel moving wheels as to work with easy movement complete all as specified and as directed by Engineer in Charge

Taking down existing steel rolling shutters size not excedding 3.20 x 4.00 m with all connecting items and repairs/ replace the lath of steel rolling shutters and locking arrangements, greasing, tightening of helical wire spring including welding wherever required, oiling, etc complete and make in serviceable condition and applying two coats of synthetic enamel paint including preparation of old painted surfaces and refixing in the same opening complete all as specified and directed by Engineer-in-Charge. (NOTES :- (i) Lath of steel rolling shutters, lock plate with locking arrangement shall be measured and paid for separately. (ii) Spring will be included in the rate of item (iii) supply only unserviceable items shall be measured and paid separately under respective items.

Taking down existing steel rolling shutters of size not excedding 3.20 m x 4.00 m complete all as specified and as directed by Engineer in Charge

S&F 1 mm thick Steel rolling shutters, without ball bearing, as specified including top cover, anchrong rod, hasp and staple, lock plate of length not less than 2.20 m and not more than 4.00 m and width not less than 0.15 m and not more than 0.20 m of riveted construction made out of mild steel sheet 3.15 mm thick ,reinforced with mild steel angle 35 x 35 x 5 mm size at bottom and locking arrangement with two 50 mm bow handles and flat iron 25 x 3 mm to fix the lath and lock plate, guide channel made out of 2.00 mm thick MS sheet size 75 x 30 mm including taking down the existing guide channel from rollingshutter and fixing with wall / column etc and making good with PCC (1:2:4) type B1 and cement work (1:3) and one shop coat of primer; erected in position as indicated and specified in SSR Part-I, complete; push pull or manual type complete all as specified and as directed by Engineer in Charge

S & F Ball bearing for rolling shutters complete all as specified and as directed by Engineer in Charge

S & F Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and as directed by Engineer in Charge

S & F prefabricated lock plate length not less than 2.20mm and not more than 4.00 mm and width not less than 0.15 m and not more than 0.20m of riveted construction made out of mild steel sheet 3.15 mm thick ,reinforced with mild steel angle 35 x 35 x 5 mm size at bottom and locking arrangement with two 50 mm bow handles and flat iron 25 x 3 mm to fix the lath and lock plate complete all as specified and as directed by Engineer in Charge

Supply only lath of rolling shutter (thickness of lath 1.00 mm) complete all as specified and as directed by Engineer in Charge

Supply and fixing of guide channel,made out of 2.00 mm thick MS sheet size 75 x 30 mm including taking down the existing guide channel from rollingshutter and fixing with wall / column etc and making good with PCC (1:2:4) type B1 and cement work (1:3) and two coats of synthetic enamel paint on over a coat of red oxide primer complete all as specified and as directed by Engineer in Charge

M & L of 2 mm thick MS sheet hood cover of rolling shutter to accommodate the spring and lath when rolling shutter open including two coats of synthetic enamal point over a coat of red oxide primer, and taking down the existing cover complete all as specified and as directed by Engineer in Charge

M&L for anchoring rod 32 mm dia including suitable mild steel spring(02 No.) with ball bearing of rolling shutter( length of rod n exc 3.0 metre) complete all as specified and as directed by Engineer in Charge

Taking down existing steel door shutters size not exceeding 3.20 x 4.00 m with all connecting items and repairs/ replace the ms plate and angle of steel door shutters and locking arrangements, greasing, tightening of nut bolt and hinge including welding wherever required, oiling, etc complete and making serviceable condition and applying two coat of synthetic enamel paint including preparation of old painted surfaces and refixing in the same opening complete all as specified and directed by Engineer-in-Charge. (NOTS :- (i) MS plate angle for frame steel shutters, shall be measured and paid for separately.

M&L for preparation of new untreated steel surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed by Engineer in Charge

M&L for preparation of new untreated steel surface of any description not otherwise described 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 as directed by Engineer in Charge

S&F Structural steel, rolled section such as joist, beam, channel, angle, tee or flat, sections, fixed independently, with out connecting plates, etc (cut to oridinary lenghts ie within 20mm of the length, conforming to Fe 410-W complete all as specified and as directed by Engineer in Charge

Supply only Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes complete all as specified and as directed by Engineer in Charge

M&L for cutting holes into or through cement concrete floor/slabs reinforced or other wise of area exc 100 sqcm but not exc 250 sqcm and 150mm depth including filled with PCC 1:2:4 type B-1 for fixing of guide rail for heavy doors of flat iron or tee complete all as specified and as directed by Engineer in Charge Note :- Structural steel shall be measured and paid seperately in item ser No 16 above.

M&L for electric welding in repairs exc 2.5 cm but n exc 5.0 cm in length over metal to be welded n exc 6mm thick complete all as specified and as directed by Engineer in Charge

M&L for electric welding in repairs exc 2.5 cm but n exc 5.0 cm in length over metal to be welded exc 9mm but n exc 20 mm thick complete all as specified and as directed by Engineer in Charge

S&F mild steel pulleys/roller and similar articles exc 1 Kg and n exc 5 Kg each including necessary welding or bolting to existing steel door for smooth moving over guide rail complete all as specified and as directed by Engineer in Charge

Taking down chowkats or frames n. exc 1.5 sqm each with shutters (without taking off shutters from the frame) complete all as specified and as directed by Engineer in Charge

S&F factory made steel window or ventilator with top hung shutter including hinges, steel peg stay, handle complete incl shop coat of zinc coat primer.Complete all as specified and as directed by Engineer in Charge.Note:-Steel window/ventilators shall confirm with IS-1038-1983 (Note:- (a) Steel windows /ventilator shall be of sizes to suit the size of opening at site and as ordered/directed by GE. (b) Steel windows /ventilator shall be factory made and shall be procured from one of the manufacturers as per Appendix ‘D’. (c) Steel windows/ventilator shall be conforming to IS-1038 and all as specified in these tender documents and MES Schedule Part-I. (d). The lugs of the steel windows/ventilator shall be fixed in P.C.C. blocks made of PCC 1:3:6 type C-2 using 40mm graded stone aggregate. Size of PCC blocks shall be 23cm x 10 cm x 15 cm. (e) Cost of providing all the above aspects including the cost of lugs & P.C.C. blocks shall be deemed to be included in unit rate quoted for above item. Cost of making good the jambs to match with the adjoining surfaces shall be deemed to be included in the rates quoted for taking down items.

S&F hard drawn steel wire fabric of 50mmx50mm aperature, and weight n exc 4 Kg per square meter, cut to lengths, bent to shape required and welded with frame work complete all as specified and as directed by Engineer in Charge

S & F Sheet glass ordinary quality 4 mm thick and glazing with oil putty in square n. exc 0.50 sqm in each pane complete all as specified and as directed by Engineer in Charge.

S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and as directed by Engineer-in-Charge. (Note: Cost of supplying MS flat (as applicable) for fixing wire gauze in panels shall be deemed to be included in respective items of steel windows. However, fixing wire gauze with flat supplied with steel window shall be deemed to be included in this item and nothing extra shall be admissible on this account.) complete all as specified and as directed by Engineer in Charge

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

M&L 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 sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering , running rails and guides) and hanging ; also fastening and fixing complete all as specified and as directed by Engineer in Charge

S&F 1.00 mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed scres, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning upmitred angles etc as required complete all as specified and as directed by Engineer in Charge

Demolition of cement concrete unreinforced in ground floors and pavings not exceeding 15 cm thickness (blow or above ground level) complete all as specified and as directed by Engineer in Charge

M&L 100mm thick cement concrete (1:2:4) type B-2,(40mm graded aggregate) as in floor finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge

S&F aluminium dividing strip, 1.5 mm thick and 38 mm wide, inserted in position to conform to design complete all as specified and as directed by Engineer in Charge

M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection laid to slope of 1 in 12 and finishing cement concrete surface even and smooth without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering of exposed edges where directed and providing 6 mm thick joints through the thickness of plinth protection duly filled with mastic filling of one part of hot bitumen 85/25 grade and three parts of fine sand (all by weight) construct in ultarnate way complete all as specified and as directed by Engineer in Charge

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge

M & L Brick work with sub-class 'B' bricks, straight or curved on plan exc 6 metre mean radius as wall built in cement & sand mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.

Taking down cement plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key, scrubbing down with water etc all as directed by Engineer-in-Charge.

M&L for rendering 15mm thick in cement mortar 1:6 on stone masonry surfaces or surface other than fair face of brick work of walls, finished even & smooth without using extra cement complete all as specified and as directed by Engineer in Charge

M&L for preparation of new plastered surfaces and applying two coats of oil bound distember paint of approved shade on walls all as specified & directed by Engineer-in-Charge

M&L for preparation of new plastered surfaces and applying two coats of cement base paint of approved shade on walls all as specified & directed by Engineer-in-Charge

Providing and erecting at site self-supported two/legged B class tubular steel scaffolding to reach any place of work on external facade of building, including approaches, extension, working platform, ladders, lifting tackle for men and materials etc. all complete dismantling and taking away all materials and debris after completion of proposed work etc. complete all as specified and as directed by Engineer in Charge

Dismantling old plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed by Engineer in Charge

S&F 0.80 mm thick galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with 'J' type hook bolts in roofs walls etc with grade of zinc coating 275 complete all as specified and as directed by Engineer in Charge

S&F 0.80 mm thick plain, galvanised, mild steel sheeting in ridges, hip, valley gutters, drip and straight flashings (length and girth as fixed) fixed with 'J' type hook bolts in roofs walls etc with grade of zinc coating 275 complete all as specified and as directed by Engineer in Charge

Complete removal of existing treatment,washing, rubbing down and stopping of distemperd and painted surface of old surface by Mech Rotary grinder including brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorscent salts and trading oil and greasy spots of Wall Surface removing of nails, making good holes , cracks etc , cleaning of floors , glasses, joinery of drops and splashes incl all arrangement necessary for execution of work complete all as specified and as directed by Engineer in Charge.

M&L for Two coats of Cement Base Paint using hand roller over one coat of water based white pigmented alkali resistant priming paint for external wall and ceiling conforming to IS:109-1968, over 1mm thick white cement putty on Wall Surface after thourughly wetted surface to ensure better sticking including sand paper gentle rubbing to obtain smooth surfaces, including all necessary arrangement for execution of work complete all as specified and as directed by Engineer in Charge Make NEROLAC/DULUX/BERGER

M/s Gupta Traders

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M/s Ranaji Construction Co

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