REPAIR / REPLACEMENT OF SEWAGE LINES, SEPTIC TANK, CLEANING OF SEWAGE LINES, TAKING OUT BLOCKAGE FROM WHB,WC, KITCHEN , URINAL, MANHOLE TO COVER AND CLEANING OF DRAIN, CAMOUFLAGE PAINTING and OTHER MISC NATURE OF WORKS AFS SITE P UNDER GE AF THANE

Amount

Opening cover de-watering and taking out sludge from septic tank of any size and removing sludge out side MD land and cleaning the septic tank as per BMC rules and placing cover in original position ,complete all specified and as directed by Engr-in-charge. . Note :- The measurement for the quantity sludge removed will be arrived by multiplying the inner dimensions of septic tank to actual depth of sludge deposited by dipping the measuring rod. The depth shall be of that wet surface on measuring rod for payment purpose.

M&L for cleaning/clear of blockage of manholes, gully traps, floor traps, vertical soil/waste pipe of different dia (upto four storey bldg) and sewage line in the area of AF station SITE P (Domestic and Tech area) by providing and deployment of 02 (TWO) Nos of Labours per day including Sundays and Holidays. Note : a) The labour (02 nos) will report daily at 0845 hrs on all working days including Sundays and holidays at complaint cell centre to attend complaints given by Engr -In- Charge . Complaints needs to be cleared within 24 hrs after receiving the complaints. The contractor will deploy requisite labour and supply all T&P ( mechanical Iron rods, knot ropes , bamboo etc.) scaffolding ladders any other materials required to clear the blockages at the site without any extra cost .Labour for cleaning of sludge from sewage lines (any dia) to manhole is included in quoted rates. In case any labour does not report to Engineer In Charge for the whole day or found missing more than half an hour on any day, Panel recovery @ RS.900/- per head per day shall be made proportionally from contractor's dues. b) The recovery will be made from the contractor @250 Rs per complaint which are not cleared within 24 hrs from the date and time of receipt of complaints. Decision of Engr-In- Charge is final in this respect. Two persons will be provided by the contractor at site. The above item includes conveyance cost of labour with their tools to travel from pocket to pocket to attend complaints including removal of sludge from the site outside MOD land to a distance not exc 5km (The department shall not be liable to provide any kind/form of transportation to the labour). (c) Registers of labour attendance and complaints slips shall be maintained by contractor at their own cost, which shall be kept in the custody of MES Department(complaint cell) duly signed by contractor's representative ,JE(civil) and Engineer in charge.

Notes for Srl Item No 2.01 is contd../- (d) The documents viz. attendance register, complaint register, log sheet / record of complaint made / attended shall be maintained separately for each locations / complaint center. (e) The police verification with regard to antecedent and character of tradesmen engaged by the tenderer, shall be carried out by the contractor at his own expenses before obtaining temporary pass on monthly basis. (f) The police verification report, showing names and addresses of tradesmen shall be required to be submitted to the Engr-in-Charge/GE as and when asked for. (g) The contractor shall submit attested copies of necessary safety insurance for subject tradesmen/supervisor employed for the execution of contract.

Systematically cleaning of 150 mm dia pipe sewage/drains by passing rope knots, bamboos kampti and disc of required size from manholes to manholes septic tank and well flushing after cleaning sewer line/drain pipe with water (excluding manholes and septic tanks) including safety measures such as test for gas etc,complete all specified and as directed by Engr-in-charge.

Demolition of brickwork or stone boulders masonry built in CM for foundation etc or for shafts, walls cesspits, manholes etc ,complete all specified and as directed by Engr-in-charge.

Excavation in trenches not exceeding 1.5 mtr wide and n exe 1.5 mtr in depth for foundation for shafts well cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outetc not exceeding 10 Sqm on plan and getting out in hard /dense soil ,complete all specified and as directed by Engr-in-charge.

Demolition of RCC Manhole covers, slabs etc of any description and in any position not specifically provided for ,complete all specified and as directed by Engr-in-charge.

M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 200 mm laid in trenches and jointed in cement mortar 1:1 ,complete all specified and as directed by Engr-in-charge.

M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 150 mm laid in trenches and jointed in cement mortar 1:1 ,complete all specified and as directed by Engr-in-charge.

M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars 200 mm laid in trenches and jointed in cement mortar 1:1,complete all specified and as directed by Engr-in-charge.

M&L for cement Concrete bed for drain pipe of 150 mm bore dia including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) ,complete all specified and as directed by Engr-in-charge.

M&L for cement Concrete bed for drain pipe of 200 mm bore dia including packing under and completely surrounding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) ,complete all specified and as directed by Engr-in-charge.

Supply and fix in repairs salt glazed stone ware gulley traps, square or round mouthed type 'P' of size 150 mm x 150 mm ,complete all specified and as directed by Engr-in-charge.

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

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound including finished even and smooth without using extra cement ,complete all specified and as directed by Engr-in-charge .Note: Water proofing compound will be measured and paid seperately.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.,complete all specified and as directed by Engr-in-charge.

Rendering 10 mm thick in repair on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound including finished even and smooth without using extra cement ,complete all specified and as directed by Engr-in-charge. Note: Water proofing compound will be measured and paid seperately.

Supply only integral water proofing compound ,complete all specified and as directed by Engr-in-charge.

M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping benching for manholes etc including weathering slighting rounded or chamfered angles and throuting including necessary formwork ,complete all specified and as directed by Engr-in-charge.

M&L for Precast cement concrete 1:2:4 type B1 using 20mm graded broken stone aggregate as in precast cover slab for man hole etc. and setting in cement mortar 1:4 complete (Note:- Reinforcement shall be measured and paid seprately ),complete all specified and as directed by Engr-in-charge.

M&L for TMT bars 10 mm dia and over, cut to length bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars ,complete all specified and as directed by Engr-in-charge. .

Ditto all as per Srl Item No. 20.00 above but 6 mm to 8 mm dia, quality confirming to Fe 410-S or Fe 410-0

M&L for Cutting into existing manholes for connect in new drains making good to pipe and rendering cutting out existing benching for and forming branch channel ½ round or ¾ section in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150mm dia of pipe ,complete all specified and as directed by Engr-in-charge.

M&L for PCC (1:4:8) type D-2 using 40mm stone aggregate as in foundations, filling & mass concrete ,complete all specified and as directed by Engr-in-charge.

Returning, filling in including spreading, levelling watering and well ramming in leyers n.exc 25cm each layer in soil ,complete all specified and as directed by Engr-in-charge.

Removing surplus soil n.exc 50 mtr away deposited where directed n.exc 1.50 mtr high from the starting point,complete all specified and as directed by Engr-in-charge.

S&F,in repair PVC (SWR) pipe 75mm bore of pipe, single socket in any length with rubber ring joint, fixed to walls /Floor ,complete all specified and as directed by Engr-in-charge.

Ditto all as per Srl Item No. 26.00 above but for 110 mm dia of pipe

S & F in repair PVC (SWR) bends 75 mm dia with access door,complete all specified and as directed by Engr-in-charge.

Ditto all as per Srl Item No 28.00 above but for 110 mm dia of pipe,complete all specified and as directed by Engr-in-charge.

S&F in repair PVC (SWR) branch pieces 75 mm dia, single (equal or unequal) or with parallel branches , complete all specified and as directed by Engr-in-charge.

Ditto all as per Srl Item No 30.00 above but for 110 mm dia

S&F in repair PVC (SWR) branch pieces, double 'Y' shape (equal or unequal) or with parallel branches for 110 mm dia ,complete all specified and as directed by Engr-in-charge.

S&F in repair PVC (SWR) junction, single 'T' (equal or unequal) 110 mm dia , complete all specified and as directed by Engr-in-charge.

S&F in repair PVC (SWR) junction, double 'T' (equal or unequal) 110 mm dia , complete all specified and as directed by Engr-in-charge.

Taking down the steel rolling shutter push and type n-exc 16 Sqm area of clear opening each including hood cover and cleaning the sides of shutter suspension and guide shannelks and greasing all the moving parts of rolling shutter shaft and replacement of bolts and nuts as required for smooth functioninig of shutters and refixing the same including hood cover complete

Ditto all as per Srl Item No 35.00 above but gear operated rolling shutter n-exc 30 sqm area including adjustment of gear worms assembly,complete all specified and as directed by Engr-in-charge.

S&F in repair mild steel lock plates/ handles made out of MS flat 35x5mm , complete all specified and as directed by Engr-in-charge.

S&F in repair mild steel helical wire spring of gauge 1 of approved make and 12" long ,complete all specified and as directed by Engr-in-charge.

S&F in repair 3.15mm thick mild steel brackets plate hexagonal or circular shape including welding (13"X13" size) ,complete all specified and as directed by Engr-in-charge.

S & F in repairs MS gear assembly complete including connecting and fixing the gear box to wall with two nos hexagonal bolts 10mm dia 10 cm long complete and grouting the bolt in cement mortar in 1:3 ,complete all specified and as directed by Engr-in-charge.

Ditto- all as per Srl Item no 41.00 above but except supply of gear box assembly ,complete all specified and as directed by Engr-in-charge.

S & F MS hood cover made out of mild steel sheets 1.00mm thick including bending the steel sheets to required shape and fixing the sheet to the rolling shutters bracket plate including one coat of red oxide primer and two coat of aluminium paints all as specified

S & F in repairs of roller ball bearing ISI marked for 40mm dia pipe shaft all as specified

M&L Steel rolling shutters, thickness of laths 1.25 mm, with out ball bearing, 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 as directed by Engr-in-charge

Ditto- all as per Srl Item no 44.00 above but gear operated type with bevel gear box and crank handle ,complete all as specified and as directed by Engr-in-charge

M & L for preparation of new steel surface of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer ,complete all as specified ans directed by Engineer-in-Charge.

Supply only MS gear handles of approved make for gear operated rolling shutters ,complete all as specified ans directed by Engineer-in-Charge.

M&L for Preparation of old painted steel surface and applying two coats of synthetic enamel paint ,complete all as specified ans directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5n cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified ans directed by Engineer-in-Charge.

M&L for PCC (1:3:6) type C2 using 40 mm stone aggregate in foundations, filling and mass concrete complete all as specified ans directed by Engineer-in-Charge.

M&L for square rectangular or polygonal formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete complete all as specified ans directed by Engineer-in-Charge.

M&L for Use and waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) for rough finished surface of concrete of foundation and plinth beams; and similar work; vertical or to batter complete all as specified ans directed by Engineer-in-Charge

M&L for RCC type B1 (1:2:4) (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge

M&L for RCC type B1 (1:2:4) (20mm graded aggregate) in Columns, pillars, piers, posts and struts complete all as specified ans directed by Engineer-in-Charge.

Dismanntling floor ,hearth or wall tiling including cemnt mortar bedding (but not backing)removing serviceble tiles to store and rubbish off the premises

M&L for Black Granite 20mm thick work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platform sand like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to matchwith shade of granite including 15mm thick screed bed in CM 1:4 complete all as specified ans directed by Engineer-in-Charge

M&L for 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 Fe-410 Gde E-250 ,complete all as specified ans 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 directed by Engineer-in-Charge.

M&L for walling Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width in 1:3:6 type C1 20mm graded aggregate set in cement mortar 1:6, complete all as specified ans directed by Engineer-in-Charge.

M&L for Providing precast cement concrete in Louvres and jallies 35mm thick (measured solid) B0 1:2:4 (using 12.5 mm graded stone aggregate) set in cement mortar 1:4, 35mm thick (measured solid), including all mouldings but excluding frame complete all as specified ans directed by Engineer-in-Charge.

S&F steel work in tubular trusses incl special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS 1161-1979 Gde St-240 Fe 410 Gde-E-250,complete all as specified ans directed by Engineer-in-Charge.

Dismentelling wire mesh any type complete all as specified ans directed by Engineer-in-Charge , complete all as specified ans directed by Engineer-in-Charge.

S&F GI wire chain link fencing ( Minimum wt 2.5kg/sqm) minimum 2.5mm thick (excluding PVC coat) , UV resistant ,1mm dia PVC coated (Overall thichness of 75X75mm mesh size,complete all as specified ans directed by Engineer-in-Charge.

S&F in repair 1MM thick Mild steel, plain, black sheet but in hearths;covering to door shut ters; covering to door chowkats (frames); chullah hoods; water tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc.,with plain 40 mm lap joints or welded/ riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required complete all as specified and directed by Engineer-in-Charge.

Dismantelling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge.

S&F Pre- painted galvalume 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 and directed by Engineer-in-Charge.

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed by Engineer-in-Charge

S&F,in repair,concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (Note: cost of M.S. angle, shall be paid separately under relevent item of Sch A)

S&F in repair 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 crossings with and provision of galvanized mild steel wire complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete(un reinforced) in ground floors and paving n.exc 15cm thicknes (below or above ground level ) complete all as specified and directed.

M&L Cement concrete 100mm thick type D-2 (Using 40mm graded crushed stone aggregate) as in sub base of floor complete all as specified.

M&L Cement concrete 75mm thick type C-2 (Using 40mm graded crushed stone aggregate) as in sub base of floor finishes complete all as specified.

M&L Cement concrete 40 mm thick type B-1 (Using 20mm graded crushed stone aggregate) as in sub base of floor finishes complete all as specified

M&L Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60mm thickness, M-30 Grade , complete all as specified ans directed by Engineer-in-Charge.

M&L for sand cushioning under floors, complete all as specified and directed

M&L Chequered cement concrete tiles 20cmx20cmx40mm thick set and jointed and pointed in neat cement slurry with grey pigment cement and pigmetns including 15mm thick screed bed in CM 1:4 complete all as specified

M&L complete removal of existing treatment on surface of wall etc in any position washing down with water and clearing the surface from all loose dirt, chalk, grease, fungi,algal, flakes etc, and applying two coats of weather proof acrylic paint over a coat of weather proof primer with camoulfage pattern complete all as directed.

M&L cleaning and preparation of old painted surface of applying one coats of weather proof acrylic paint with camoulfage pattern complete all as directed.

M&L for preparing new plastered surfaces of wall and applying two coats of acrylic weather coat exterior paint over a coat of weather coat primer with camouflage pattern complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of old powder coated galvalume sheet surface by scrubbing 100% surface with emery paper or mechanical scrubber to achieve 100% surface roughness including necessary scaffolding for slopped roof of building upto 25 metre height etc , complete all as specified ans directed by Engineer-in-Charge. Note:- Necessary safety measures for working labours shall be done by contractor before commencement.

M & L for preparation of old painted surface of slope roof and applying two coat of synthetic enamel paint in different shades of camouflage pattern including necessary scaffolding for slopped roof of building upto25 metre high etc complete all as specified. Note: - Necessary safety measures for working labours shall be done by contractor before commencement.

M & L for cleaning and preparation of old painted surface of steel and applying one coat of synthetic enamel paint in different shades of camouflage pattern including etc complete all as specified. Note: - Necessary safety measures for working labours shall be done by contractor before commencement.

M & L for preparation of old steel surface over 10 cm width or girth and applying one coat of synthetic enamal paint over steel surfaces complete all as specified and directed.

MSK Everlast Enterprises

M/S Rana Enterprises

Biju Construction & Co

Vinod Enterprises

Parmatma Enterprises