REPAIR / REPLACEMENT OF SEWAGE LINES, SEWAGE FENCING, SEPTIC TANK, CLEANING OF SEWAGE LINES, TAKING OUT BLOCKAGE FROM WHB,WC, KITCHEN , URINAL, MANHOLE TO COVER AND CLEANING OF DRAIN AT SITE P AFS UNDER GE AF THANE

Amount

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 1.01 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.

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. Note :- The measurement for the quantity of 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.

Opening cover and taking out accumulated garbage deposited such as brick bats, pebbles, sand, silt from gully traps and cleaning of gully traps including drain pipes up to first manholes not exceeding 3 meters away and removing the same to outside MD land placing the cover in original position ,complete all as specified and directed by Engr-in-charge.Note: All T&P required for this item shall be provided by the contractor at their own cost ,nothing shall be paid extra on this account .

Opening cover of manhole and taking out accumulated garbage deposited such as brick bats, pebbles, sand silt (night soil excreta etc) from manholes of depth not exc 1.5m and cleaning of man holes as per BMC rules and placing the cover in original position ,complete all as specified and directed by Engr-in-charge.Note: All T&P required for this item shall be provided by the contractor at their own cost ,nothing shall be paid extra on this account .

Opening cover of manhole and taking out accumulated garbage deposited such as brick bats, pebbles, sand silt (night soil excreta etc) from manholes of depth exc 1.5m and cleaning of man holes as per BMC rules and placing the cover in original position all as specified and directed. ,complete all as specified and directed by Engr-in-charge.Note: All T&P required for this item shall be provided by the contractor at their own cost ,nothing shall be paid extra on this account .

Systematically cleaning of pipe sewers/drains by passing rope, knots, bamboos, kempt 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 existence of poisionous gas etc ,complete all as specified and directed by Engr-in-charge.of the following diameter:-

For 150mm diameter pipe

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

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

Excavation in trenches not exceeding 1.5m ;wide and n.exc 1.5m in depth for foundation etc or shafts. Wells etc not exceeding 10 Sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil ,complete all as specified and directed by Engr-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, in hard/dense soil complete all as specified and 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 as specified and directed by Engr-in-charge.

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

M&L for cement Concrete bed to drain pipes 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 as specified and directed by Engr-in-charge. For the following diameter:-

For 200 mm bore of pipe

For 150 mm bore of pipe

M&L for Salt glazed stone ware drain pipes grade 'A', laid in trenches and jointed in cement mortar 1:1 or with collars ,complete all as specified and directed by Engr-in-charge. For the following diameter:-

For 200mm bore diameter

For150 mm bore diameter

Supply and fix, in repair, salt glazed stone ware gully traps square or round mouthed type ‘P’ of size 150mmx100mm complete all as specified.as an repairs takingout old existing gully trap ,complete all as specified and directed by Engr-in-charge.

M&L for brick work with sub class ‘B’ bricks( Using Old Size brick) straight or curved on plan exceeding 6m mean radius with built in cement mortar 1:4,complete all as specified and directed by Engr-in-charge.

M&L for Rendering 15mm 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 as specified and directed by Engr-in-charge. Note : Water proofing compound will be measured and paid separately under relevent item of Sch 'A'.

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

M&L for Cutting into existing manholes for connecting 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 internal dia of pipe ,complete all as specified and directed by Engr-in-charge.

M&L for Plain Cement concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) as in coping,benching for manholes etc including weathering slightly rounded or chamfered angles and throating including necessary formwork ,complete all as specified and directed by Engr-in-charge.

M&L for Pre cast cement concrete ,type B1 1:2:4 using 20 mm graded stone aggregate as in manhole cover of any section with plain fair faces including chamfers, weathering, throating etc and setting in cement mortar (1:4) complete with joints to match including use of waste of formwork ,complete all as specified and directed by Engr-in-charge.

M&L for TMT mild steel bar 6mm to 8mm dia., cut to length bent to shape required including cranking ,bending, spirally for hopping for colomns, hopping ends and binding with MS wire (annealed, not less than 0.9mm dia or securing with clips) ,complete all as specified and 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 ,complete all as specified and directed by Engr-in-Charge.

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

M&L for Rendering 10 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 as specified and as directed by Eng-in-charge.Note: Water proofing compound will be measured and paid seperately.

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 as specified and as directed by Eng-in-charge

Ditto as per Srl Item No 27.00 above but for 110 mm dia of pipe.

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

Ditto as per Srl Item No 29.00 above but for 110 mm dia of pipe.

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

Ditto as per Srl Item No 31.00 above but for 110 mm dia pipe.

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

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

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

Taking down the steel rolling shutter push and type n-exc 12 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 all as specified & as directed by Engr-in-Charge.

Ditto all as per Srl item No 37.00 above but for gear operated rolling shutter n-exc 30 sqm area including adjustment of gear worms assenbely ,complete all as specified & as directed by Engr-in-Charge.

S&F, in repair,mild steel lock plates/ handles made out of MS flat 35x5 ,complete all as specified & as directed by Engr-in-Charge.

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

S&F ,in repair, 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 ,complete all as specified & as directed by Engr-in-Charge.

S&F, in repair, roller ball bearing ISI marked for 40mm dia pipe shaft ,complete all as specified & as directed by Engr-in-Charge.

S&F,in repair, Steel rolling shutters, thickness of laths 1.25 mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one coat of primer; including erected in position as indicated, complete with push, pull or manual type , complete all as specified and as directed by Engr-in-charge.

Ditto as per Srl item No 44.00 above but for 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 shutter,complete all as specified ans directed by Engineer-in-Charge.

M&L for Preparation of old painted steel surface over 10 cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint,over a coat of red oxide zinc crome primer ,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 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

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 and as 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 provinding Black Granite 20mm thick (of any type) 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

S&F Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded MS Square tubesconfirming to IS 1161-1979 grade Yst 240, complete all as specified ans 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 using 20mm graded stone aggregate set in cement mortar 1:6, complete all as specified ans directed by Engineer-in-Charge

M&L for Precast cement concrete louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame (Pre cast frame shall be measured seperately under relevent item) set in cement mortar 1:4 type B0 1:2:4 (12.5 mm graded stone aggregate) , complete all as specified and as directed by Engineer-in-Charge

S&F rolled mild steel in Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) of FE-410-W (Gde-E-250) Quality-A (upto 6mtr height) ,complete all as specified ans directed by Engineer-in-Charge

Dismantling wire mesh of any type , complete all as specified and as directed by Engineer-in-Charge.

S&F GI wire chain link fencing (n exc 2.5kg/sqm) 3mm thick, UV resistant ,1mm dia PVC coated 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.

Dismantling 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 any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws ,complete all 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,complete all as specified and directed by Engineer-in-Charge.

S&F 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 as 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 as directed by Engineer-in-Charge.

M&L for Cement concrete 100mm thick type D-2 1:4:8 (Using 40mm graded stone aggregate) as in sub base of floor ,complete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete 75mm thick type C-2 1:3:6 (Using 40mm graded stone aggregate) as in sub base of floor finishes ,complete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete 40 mm thick type B-1 1:2:4 (Using 20mm graded stone aggregate) as in sub base of floor finishes ,complete all as specified and as directed by Engineer-in-Charge.

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

M&L for Sand filling under floors or in foundation including watering and consolidation, complete all as specified and as directed by Engineer-in-Charge.

M&L for Chequered cement concrete tiles 20cmx20cmx40mm thick set and jointed and pointed in neat cement slurry with grey pigment cement including 15mm thick screed bed in CM 1:4 , complete all as specified and as directed by Engineer-in-Charge.

askonstruct and supplier

Vinod Enterprises

M/S VISHRANTA CONSTRUCTION

Safe Construction Co.

Nissan Electricals