Tender For Provision Of Certain Sanctioned B/R Works At Afstn Mumbai Under Ge (Af)Thane, Thane-Maharashtra

TDR : 53188636

Tender Notice
BOQ

18 Days Left

Thane , Maharashtra

Tender Brief : Tender For Provision Of Certain Sanctioned B/R Works At Afstn Mumbai Under Ge (Af)Thane

Document Fees
₹ 500 /-

EMD
₹ 38000.0 /-

Tender Value
₹ 19 Lakhs /-

Submission Date
17-01-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting outhard/dense soil complete all asspecified and directed by Engg-in-Charge.
2	Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting outsoft/loose soil complete all asspecified and directed by Engg-in-Charge.
3	M&L Removing excavated materia not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all asspecified and directed by Engg-in-Charge.
4	M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all asspecified and directed.
5	M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:4 complete all asspecified and directed.
6	M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:6 complete all asspecified and directed.
7	M&L forming jambs, etc. to openings including cutting, toothing and properly bonding into old work in cement mortar 1:4also facing, jointing and pointing to match existing surface complete all asspecified and directed.
8	M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all asspecified and directed.
9	M&L for hardcore of broken bricks of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all asspecified and directed.
10	M&L for non skid ceramic coloured tiles 7 to 8mm thick 1st quality (square/rectangular) area of each exc 0.18 sqm but n exc 0.38sqmas in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface and over and incl screed bed or bedding layer of mortar 15mm thick laying floor finished in CM 1:6 complete all as specified and directed.
11	M&L for non skid ceramic coloured tiles 7 to 8mm thick 1st quality (square/rectangular) area of each exc 0.18 sqm but n exc 0.38sqmas in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface over 10 mm thick cement plaster in CM 1:4 complete all as specified and directed.
12	M&L for Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
13	M&L for Rendering 10mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
14	M&L forpreparing new plaster surfaces of walls applying one coat of weather coat primer and two coats of weather proof acrylic emultion paint all as per manufacturers instructions and directed including steel scaffolding complete all as specified and directed by the Engineer-in-Charge.
15	M&L for treatment on wall and appying 3mm thick wall care putty .thereafter applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by the Engineer-in-Charge.
16	S&F for Plain, solid straight chowkats,and frames, made of 2nd class hard wood , wroughtframed rebated on the solid, rounded or chamfered put togetherwith glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
17	S&F 30mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides one face is covered with decorative face veneer with lipping/frame to match complete all as specified and directed by the Engineer-in-Charge.
18	M&L for reinforcedcement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels upto 1.50 metres clear span complete all as specified and directed by the Engineer-in-Charge.
19	M&L Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc Rough finished Add for fair surfaces of finished concret complete all as specified and directed by the Engineer-in-Charge.
20	M & L for powder coated aluminium sliding window with anodized Sqm aluminium frame of 3 Track with size 92mmx32mmx1.3mm thick, 02 glass and 01 stainless steel wiremesh sliding shutters with necessary channels (top rail, bottom rail and style of size 40mmx 18mm x1.1 mm thick) including glazing with tinted sheet glass panel 4.00mm thick, fitted with necessary jointing cleats, glazing clips, locking device one for each shutter rubber packing, aluminium beading, screws etc complete all as specified and directed by the Engineer-in-Charge.
21	S&F Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by the Engineer-in-Charge.
22	M&L for reinforcedcement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in chajjacomplete all as specified and directed by the Engineer-in-Charge.
23	M&L for cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by the Engineer-in-Charge.
24	M&L for TMT steel bars8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specifiedas directed by the Engineer-in-Charge.
25	S&F Steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all asspecified and directed.
26	S & F Prepainted galvelum aluminium zinc coating sheet GI based corrugated steel sheet 0.5mm thick of desired colour mp tile pattern as per direction and having tensile strength of 550 Mpa as in roof covering with selftapping screw complete all asspecified and directed.
27	S&F pre-painted Galvalume aluminium zinc coating GI based plainsteel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpaas in roofridge covering, fixed with self tapping screws using necessary scaffolding complete all asspecified and directed.
28	M&L for Preparation of new steel surface not otherwise described and applying two coats of Aluminium paint over a coat aluminium red oxide primer complete all asspecified and directed.
29	Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting outin hard/dense soil complete all asspecified and directed.
30	Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed.
31	Removing excavated material / soils to a distance exc. 250 mtr but not exc. 500m and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as specified and directed.
32	M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floors complete all asspecified and directed.
33	M&L for 40mm thick plain cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as infloors, finishing the surface even and fair without using extra cement complete all asspecified and directed.
34	M&L for 75mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection, finishing the surface even and smooth without using extra cementcomplete all asspecified and directed.
35	M&L for Rendering 15mm thick on other than fair faces of stone work orconcrete surfacesin cement mortar 1:4 mixed with water proofing compound @ 200ml by weight of cement or as per manufacturer instruction, surface finished even and smooth without using extra cement including 10 mtr height steel scaffoldingcomplete all as specified and directed by the Engineer-in-Charge.Note:- Water proofing compound will be measured and paid separately.
36	Supply of liquid water proofing compound .
37	M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 Litres/10sqm over and including priming coat of exterior primer applied @ 0.90 Ltr / 10sqm over new surfaces complete all asspecified and directed.
38	M&L for machine pressed precast conctete interlocking paver block coloured of selected quality, any shape and sizewith grey cement andpigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade over and including25 mm thick sand filling layer, complete all as specified and directed by Engineer-in-Charge.
39	M/L framed work as in doors of gates of angle or other section with gasset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Door 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 fashtening and fixing complete with Ornamental designFe-290, Gde E-165 complete all asspecified and directed.
40	Supply & fix stainless steel 1mm thick grease chamber having three partitions of size 750mmX600mmx1000mm, 1st chamber should having stainer bucket to catch & collect food waste and allow water from top to next chamber, second chamber i.e. grease/oil catching chamber, this chamber should allow water to next chamber by its bottom, water outlet pipe 125mm dia made of stainless steel should be 100mm down its inlet pipe 125mm dia stainless at 1st chamber i.e waste catching chamber approved by GE complete all asspecified and directed.
41	M&L for brick work with subclass \"B\" bricks, straight or curved on plan inany radius as in half brick thick wall built in cement mortar 1:4complete all asspecified and directed.
42	M&L for concrete bed for 150mm bore RCC pipe in PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
43	M&L for 150mm bore reinforced concrete pipes with collar, Class NP2, laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed.
44	M&L for factory made 50mm thick manhole cover in cement concrete1:2:4, type B-1 (using 20mm graded crushed stone aggregate) including frame setin CM 1:4,complete all as specified and directed.
45	M & L for cutting into exising manholes for connecting new drains, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished & reforming benching as required for internal dia of pipe 150mm complete all asspecified and directed.
46	Use & Waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all asspecified and directed.
47	S & F for mild steel plates (plain ) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted,bolted or welded attachment, Fe 410-W (Gde-E-250) quality-A,flat iron, etc with ornamental and intricate design complete all asspecified and directed.
48	Excavation inpost holes (or similar holes) inhard dense soil, each n exc 0.50 cum , getting out returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm complete all asspecified and directed.
49	M&L for plaint cement concrete1:3:6 Type C2(40 mm graded stone aggregate) in post, foundation, filling and mass concrete complete all asspecified and directed.
50	Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting outin soft/loose soil complete all asspecified and directed.
51	Excavation in over areas, not exceeding 1.5m deep and getting out hard/dense soil complete all asspecified and directed.
52	M&L for 150mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floors complete all asspecified and directed.
53	M&L for finishing surface of concrete roads, pavements, by brooming complete all asspecified and directed.
54	Sand filling under floors or in foundations including watering and consolidation complete all asspecified and directed.
55	Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all asspecified and directed.
56	M&Lpreparingnew plastered surfaces of wall and applying twocoats cement base paint over a coat of primer alkali resistant priming paint complete all asspecified and directed.
57	M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesetc. and setting in mortar 1:6 complete all asspecified and directed.
58	M&L for 300 mm bore reinforced concrete pipes with collar, Class NP2, laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed.
59	S&F for Fe 410-W(grade E-250 quality -A) 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 asspecified and directed.
60	S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc complete all asspecified and directed.
61	Supply only chain link MS galvanisd PVC coated fencing, any size or type complete all asspecified and directed by Engr-In-Charge.
62	Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc,including provission of binding wire complete all asspecified and directed.
63	S&F Galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying atcrossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all asspecified and directed.
64	S&FFe 410-W (GdeE- 250) quality rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc complete all asspecified and directed.
65	S & F for Mild steel screw bolts ( Machine made) with hexagonal or square heads at one end and screws the other or screwed both ends. each screwed and to be fitted with washers and one hexagonal or square nut length at bolt exceeding 5 cm but not exceeding 10 cm long for 11 to 15mm dia of neck complete all asspecified and directed.
66	Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter along with fair finished concrete surface complete all asspecified and directed.
67	M&L for cement concrete 1:2:4 type B2 using 40mm graded stone aggregate asin foundationofn walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all asspecified and directed.
68	S&Ffor hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 complete all asspecified and directed.
69	Dismantling posts or struts (wood,steel or R.C.C ) any section embeded in concrete,brick work, masonry etc. including taking out embeded portion and making good disturbed ground complete all asspecified and directed.
70	Removing building materials etc outside of MD land to a distance upto 15 km or more, including loading, unloading and stacking at the destination complete all asspecified and directed.
71	S&F 10mm thick Toughned glass as in hinged doors, partitions, automatic doors and similar work exc 1.5 sqm including cutting to shape, drilling holes required, fixed with brass screws/clips all as specified and as directed etc complete all asspecified and directed.
72	S&F double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all asspecified and directed.
73	S&F stainless steel handles fabricated fancy type of size 300mm complete all asspecified and directed.
74	M&L for 16-18 mm thick granite slab (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, making good to existing surface complete all asspecified and directed.
75	M&L providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows,ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, Aluminium composite panel,C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.
76	S&F 5.5 mm thick sheet glass ordinary quality area exc 0.50 Sqm in each pane and glazing for aluminum frame work complete all asspecified and directed.

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Tender For Provision Of Certain Sanctioned B/R Works At Afstn Mumbai Under Ge (Af)Thane, Thane-Maharashtra

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Sl. No.	Item Description
1	Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting outhard/dense soil complete all asspecified and directed by Engg-in-Charge.
2	Excavation in trenches, n exc 1.5 mtr wide and n,exc 1.5 mtr in depth; for foundation etc. or for shafts, wells cesspit, manholes, pier holes,etc n,exc 10 Sqm on plan and n exc 1.5mtr in depth and getting outsoft/loose soil complete all asspecified and directed by Engg-in-Charge.
3	M&L Removing excavated materia not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all asspecified and directed by Engg-in-Charge.
4	M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling as mass concrete or in sub base of floors complete all asspecified and directed.
5	M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:4 complete all asspecified and directed.
6	M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement Mortar 1:6 complete all asspecified and directed.
7	M&L forming jambs, etc. to openings including cutting, toothing and properly bonding into old work in cement mortar 1:4also facing, jointing and pointing to match existing surface complete all asspecified and directed.
8	M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all asspecified and directed.
9	M&L for hardcore of broken bricks of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all asspecified and directed.
10	M&L for non skid ceramic coloured tiles 7 to 8mm thick 1st quality (square/rectangular) area of each exc 0.18 sqm but n exc 0.38sqmas in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface and over and incl screed bed or bedding layer of mortar 15mm thick laying floor finished in CM 1:6 complete all as specified and directed.
11	M&L for non skid ceramic coloured tiles 7 to 8mm thick 1st quality (square/rectangular) area of each exc 0.18 sqm but n exc 0.38sqmas in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface over 10 mm thick cement plaster in CM 1:4 complete all as specified and directed.
12	M&L for Rendering 15mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
13	M&L for Rendering 10mm thick on other than fair faces of brick work orconcrete surfacesin cement mortar 1:6, surface finished even and smooth without using extra cement,complete all as specified and directed by the Engineer-in-Charge.
14	M&L forpreparing new plaster surfaces of walls applying one coat of weather coat primer and two coats of weather proof acrylic emultion paint all as per manufacturers instructions and directed including steel scaffolding complete all as specified and directed by the Engineer-in-Charge.
15	M&L for treatment on wall and appying 3mm thick wall care putty .thereafter applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by the Engineer-in-Charge.
16	S&F for Plain, solid straight chowkats,and frames, made of 2nd class hard wood , wroughtframed rebated on the solid, rounded or chamfered put togetherwith glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.
17	S&F 30mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides one face is covered with decorative face veneer with lipping/frame to match complete all as specified and directed by the Engineer-in-Charge.
18	M&L for reinforcedcement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels upto 1.50 metres clear span complete all as specified and directed by the Engineer-in-Charge.
19	M&L Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc Rough finished Add for fair surfaces of finished concret complete all as specified and directed by the Engineer-in-Charge.
20	M & L for powder coated aluminium sliding window with anodized Sqm aluminium frame of 3 Track with size 92mmx32mmx1.3mm thick, 02 glass and 01 stainless steel wiremesh sliding shutters with necessary channels (top rail, bottom rail and style of size 40mmx 18mm x1.1 mm thick) including glazing with tinted sheet glass panel 4.00mm thick, fitted with necessary jointing cleats, glazing clips, locking device one for each shutter rubber packing, aluminium beading, screws etc complete all as specified and directed by the Engineer-in-Charge.
21	S&F Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by the Engineer-in-Charge.
22	M&L for reinforcedcement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in chajjacomplete all as specified and directed by the Engineer-in-Charge.
23	M&L for cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by the Engineer-in-Charge.
24	M&L for TMT steel bars8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specifiedas directed by the Engineer-in-Charge.
25	S&F Steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all asspecified and directed.
26	S & F Prepainted galvelum aluminium zinc coating sheet GI based corrugated steel sheet 0.5mm thick of desired colour mp tile pattern as per direction and having tensile strength of 550 Mpa as in roof covering with selftapping screw complete all asspecified and directed.
27	S&F pre-painted Galvalume aluminium zinc coating GI based plainsteel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpaas in roofridge covering, fixed with self tapping screws using necessary scaffolding complete all asspecified and directed.
28	M&L for Preparation of new steel surface not otherwise described and applying two coats of Aluminium paint over a coat aluminium red oxide primer complete all asspecified and directed.
29	Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting outin hard/dense soil complete all asspecified and directed.
30	Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed.
31	Removing excavated material / soils to a distance exc. 250 mtr but not exc. 500m and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as specified and directed.
32	M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floors complete all asspecified and directed.
33	M&L for 40mm thick plain cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as infloors, finishing the surface even and fair without using extra cement complete all asspecified and directed.
34	M&L for 75mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection, finishing the surface even and smooth without using extra cementcomplete all asspecified and directed.
35	M&L for Rendering 15mm thick on other than fair faces of stone work orconcrete surfacesin cement mortar 1:4 mixed with water proofing compound @ 200ml by weight of cement or as per manufacturer instruction, surface finished even and smooth without using extra cement including 10 mtr height steel scaffoldingcomplete all as specified and directed by the Engineer-in-Charge.Note:- Water proofing compound will be measured and paid separately.
36	Supply of liquid water proofing compound .
37	M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 Litres/10sqm over and including priming coat of exterior primer applied @ 0.90 Ltr / 10sqm over new surfaces complete all asspecified and directed.
38	M&L for machine pressed precast conctete interlocking paver block coloured of selected quality, any shape and sizewith grey cement andpigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade over and including25 mm thick sand filling layer, complete all as specified and directed by Engineer-in-Charge.
39	M/L framed work as in doors of gates of angle or other section with gasset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Door 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 fashtening and fixing complete with Ornamental designFe-290, Gde E-165 complete all asspecified and directed.
40	Supply & fix stainless steel 1mm thick grease chamber having three partitions of size 750mmX600mmx1000mm, 1st chamber should having stainer bucket to catch & collect food waste and allow water from top to next chamber, second chamber i.e. grease/oil catching chamber, this chamber should allow water to next chamber by its bottom, water outlet pipe 125mm dia made of stainless steel should be 100mm down its inlet pipe 125mm dia stainless at 1st chamber i.e waste catching chamber approved by GE complete all asspecified and directed.
41	M&L for brick work with subclass \"B\" bricks, straight or curved on plan inany radius as in half brick thick wall built in cement mortar 1:4complete all asspecified and directed.
42	M&L for concrete bed for 150mm bore RCC pipe in PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
43	M&L for 150mm bore reinforced concrete pipes with collar, Class NP2, laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed.
44	M&L for factory made 50mm thick manhole cover in cement concrete1:2:4, type B-1 (using 20mm graded crushed stone aggregate) including frame setin CM 1:4,complete all as specified and directed.
45	M & L for cutting into exising manholes for connecting new drains, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished & reforming benching as required for internal dia of pipe 150mm complete all asspecified and directed.
46	Use & Waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all asspecified and directed.
47	S & F for mild steel plates (plain ) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted,bolted or welded attachment, Fe 410-W (Gde-E-250) quality-A,flat iron, etc with ornamental and intricate design complete all asspecified and directed.
48	Excavation inpost holes (or similar holes) inhard dense soil, each n exc 0.50 cum , getting out returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm complete all asspecified and directed.
49	M&L for plaint cement concrete1:3:6 Type C2(40 mm graded stone aggregate) in post, foundation, filling and mass concrete complete all asspecified and directed.
50	Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting outin soft/loose soil complete all asspecified and directed.
51	Excavation in over areas, not exceeding 1.5m deep and getting out hard/dense soil complete all asspecified and directed.
52	M&L for 150mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floors complete all asspecified and directed.
53	M&L for finishing surface of concrete roads, pavements, by brooming complete all asspecified and directed.
54	Sand filling under floors or in foundations including watering and consolidation complete all asspecified and directed.
55	Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all asspecified and directed.
56	M&Lpreparingnew plastered surfaces of wall and applying twocoats cement base paint over a coat of primer alkali resistant priming paint complete all asspecified and directed.
57	M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesetc. and setting in mortar 1:6 complete all asspecified and directed.
58	M&L for 300 mm bore reinforced concrete pipes with collar, Class NP2, laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed.
59	S&F for Fe 410-W(grade E-250 quality -A) 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 asspecified and directed.
60	S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc complete all asspecified and directed.
61	Supply only chain link MS galvanisd PVC coated fencing, any size or type complete all asspecified and directed by Engr-In-Charge.
62	Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc,including provission of binding wire complete all asspecified and directed.
63	S&F Galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying atcrossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all asspecified and directed.
64	S&FFe 410-W (GdeE- 250) quality rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc complete all asspecified and directed.
65	S & F for Mild steel screw bolts ( Machine made) with hexagonal or square heads at one end and screws the other or screwed both ends. each screwed and to be fitted with washers and one hexagonal or square nut length at bolt exceeding 5 cm but not exceeding 10 cm long for 11 to 15mm dia of neck complete all asspecified and directed.
66	Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter along with fair finished concrete surface complete all asspecified and directed.
67	M&L for cement concrete 1:2:4 type B2 using 40mm graded stone aggregate asin foundationofn walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all asspecified and directed.
68	S&Ffor hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 complete all asspecified and directed.
69	Dismantling posts or struts (wood,steel or R.C.C ) any section embeded in concrete,brick work, masonry etc. including taking out embeded portion and making good disturbed ground complete all asspecified and directed.
70	Removing building materials etc outside of MD land to a distance upto 15 km or more, including loading, unloading and stacking at the destination complete all asspecified and directed.
71	S&F 10mm thick Toughned glass as in hinged doors, partitions, automatic doors and similar work exc 1.5 sqm including cutting to shape, drilling holes required, fixed with brass screws/clips all as specified and as directed etc complete all asspecified and directed.
72	S&F double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all asspecified and directed.
73	S&F stainless steel handles fabricated fancy type of size 300mm complete all asspecified and directed.
74	M&L for 16-18 mm thick granite slab (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, making good to existing surface complete all asspecified and directed.
75	M&L providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows,ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, Aluminium composite panel,C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.
76	S&F 5.5 mm thick sheet glass ordinary quality area exc 0.50 Sqm in each pane and glazing for aluminum frame work complete all asspecified and directed.

Tender For Provision Of Certain Sanctioned B/R Works At Afstn Mumbai Under Ge (Af)Thane, Thane-Maharashtra

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